Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
50710-Z
��o�Og11FFOlK y Town of Southold 6/4/2024 P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45249 Date: 6/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3850 Camp Mineola Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-5-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/8/2018 pursuant to which Building Permit No. 50710 dated 5/20/2024 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porches and outdoor shower,to existing_sin leg family dwelling as applied for. The certificate is issued to Nardolillo,Louis&Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut r ed Signature o�SUFFot,��o TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50710 Date: 5/20/2024 Permission is hereby granted to: Nardolillo, Louis 420 Bray Ave Laurel, NY 11948 To: construct additions and alterations (non-substantial improvement) to existing single-family dwelling as applied for with flood permit. Replaces BP#42895 At premises located at: 3850 Camp Mineola Rd, Mattituck SCTM #473889 Sec/Block/Lot# 123.-5-18 Pursuant to application dated 5/8/2018 and approved by the Building Inspector. To expire on 1111912025. Fees: PERMIT RENEWAL $652.90 Total: $652.90 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use:. 1. Final survey of property with accurate location of all buildings,property lines,streets;and unusual natural or topographic features. 2. Final Approval fi-oin Health Dept,of water supply and-sewerage-disposal(S-9 farm). 3. Approval of-electrical installation from Board of Fire Underwriters. A. Sworn.statement fromplumber certifyingthat the solder used in system contains,less than 2/10 of 1%lead., 5. ConnlLercial building,.-industrial building,Illultlple resldeIlCCS and$Innlar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval'of completed site plan requirements. B. For existing buildings(prinrlo'April 9,1957)non:conforming uses,oi'buildings and".pre-existing"land uses: L Accurate survey of property sliowing all property lines,streets,building and unusual natural or topographic features. 2. A.properly.completed applicationi and consent to inspect signed by the applicant.If a.Certificate of Occupancy is denied,the Building Inspector shall state the reasons.therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling.$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$.50.00. 2.. . Certificate.of Occupancy on Pre-existing Building- $100:00 3. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy- $50.00 . '5. Temporary Certificate of occupancy:-Residential$15.00, C6imnercial'$15.00 Date. , May 7, 2018- New Construction:. Old or Pire-registiq Building: (check one) Location of Property: 3850 Camp Mineola Road Mattituck House No. Street Hamlet Owner or Owners of Property: Louis& Erin Nardolillo Suffolk County Tax Map No 1000,Section 123 Block 5 Lot 18 Subdivision . Filed Map, Lot: Permit No. .Date of Permit: Applicant: Health Dept..Approval:. Underwriters Approval: Planning Board Approval: Request for: Teuiporaly C tituate Final Certificate: X (check one). ;Fee Submitted:$ pplicant Signature s s�o��c TOWN OF SOUTHOLD BUILDING DEPARTMENT o TOWN CLERK'S OFFICE rn x '�y • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED). Permit#: 42895 Date: 7/25/2018 Permission is hereby.granted to: Nardolillo, Louis & Erin 420 Bray Ave Laurel, NY 11948 To: construct additions and alterations (non-substantial improvement) to existing single-family dwelling as applied for with flood permit. At premises located at: 3850 Camp Mineola Rd, Mattituck SCTM #473889 Sec/Block/Lot# 123.-5-18 Pursuant to application dated 5/8/2018 and approved by the Building Inspector. To expire on 1/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $970.80 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $1,120.80 B spector pF SOUj��l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviina—town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Louis Nardolillo Address: 3850 Camp Mineola Rd city:Mattituck st: NY zip: 11952 Building Permit#: 42895 Section: 123 Block: 5 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric Inc License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Geo Duplec Recpt 78 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures 55 CO Detectors Sub Panel A/C Blower Range Recpt Gas Step Lights 6 Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4Q Twist Lock Exit Fixtures 11 Combo SD/CO 5 Other Equipment: 5- Ceiling Fand, 3- Bath Exhaust Fans, Washer/ Dryer, 2- Under Cab Lights, DW, Micro, Hood, Fridge, 3- Roburns (Vanity Mirrors) Notes: Whole House Renovation Inspector Signature: Date: October 1, 2019 S.Devlin-Cert Electrical Compliance Form.xls Town:Hall:Anneic. T61ephone:(631)765-1802 54375 Main Road. .,,, r.✓,sa:.rt.: . — — l arc. 3 Tj:Z65 95 2: Southold,NB 14971-0959 - r-- B[JILDING DEPARTMENT` J U N - q 2024 `^ 'TOWN OF SOUTHOLD C,ER'1IFICAT1:6 DaEe 3 o b Building.;Permif.No., � Owner:: (JiS N69DOL I LLD (P ase pc><nt) :.(Please.print) .1 certify that:the:solder used nahe water-supply system:evntains Iessahan 2/10`of 1% :lead. (PIumbers:Sig ture) Sworn to Before me this day of CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk Coun 'Commission Expires Aug. 5,20)9 NQtary,'IPublic,:..: .; tt'--c oty. a %oFsour # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: O v DATE INSPECTOR ho��OF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ OUGH PLBG. j'L-- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUI # # TOWN OF.SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 INSPECT ON[ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c a� PA XD -Rl �,✓' ' DATE y 1 INSPECTOR •�FSO ��0 UIyO h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: �J l o T Zvi P, vofI DATE INSPECTOR �O\rjf SOUTyO6 # # TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 , INSPECTION , . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �47 [ ] FOUNDATION 2ND [ ] INSULATION [ ] .FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / � INSPECTOR c OF SOUIyo� �� WIVA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) pvs� [ ] CODE VIOLATION ] CAULKING REMARKS: DATE . INSPECTOR I} !1 ��400- 0f SOGIyO�o TOWN OF SOUTHOLD BUILDING DEPT. co ��` 765-1802 1 NSP�E�CTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG: [" ] FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [ } FINAL [ ]' -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE;RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O REMARKS:.. Y . vwv6h �?A (c6uk%k "-y YMOV7 U�r . 3 D" _ _ _ DATE INSPECTOR q SO(/T�°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 o0 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rSAULA T ON/CAULKING FRAMING/STRAPPING [ NL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I DATE '3'`� INSPECTOR d.p. HUNTER ENTERPRISES,INC. WOOD FLOORING HUNTER INSULATION ■ HUNT 675 Elton Street,Riverhead,NY 11901 (631) 283-4120 fax(631)2834I63 May 24, 2019 Q RE: 3850 Camp Mineola Rd Mattituck To Whom it May Concern, -fo-V N OF S®Utjaa This is to certify the above referenced house was insulated as follows: +/- 8" R-30 open cell foam at attic roof line. Insulate 2 x 8 and 2 x 6 slope ceilings with 4%2" R-30 closed cell foam. 2" 2 lb density foam at all 2 x 6 exterior walls with 3 %" unfaced fiberglass batts for a total of R-25. Insulate 2 x 4 exterior wall with 3" R-2.1 closed cell foam. Insulate crawl space with 4 Y2" R-30 closed cell foam. Sound deaden all interior walls with 3 Y" fiberglass sound batts. -Sound deaden 2nd floor ceiling and between floors with 6" fiberglass sound Batts. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, Kenneth Brauner of NEW YORkCo ; G SAN1U _ ' •. 01a U.S. DEPARTMENT OF HOMELAND SECURITY !Ex B No. 1660-0008 Federal Emergency Management Agency _ iration Date: November 30,2022 National Flood Insurance Program - ^� ELEVATION CERTIFICATE OCT 01 202� { Important: Follow the instructions on pages 1-9. I� Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/cgM_ppByN nd•(3),building owner. SECTION A-PROPERTY INFORMATION FO PNSUKANCE COMPANY USE Al. Building Owner's Name Policy Number: NARDOLILLO RESIDENCE A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 3850 CAMP MINEOLA ROAD City State ZIP Code MATTITUCK New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-123-5-18 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENCE A5. Latitude/Longitude: Lat.40°58'53" Long.72°31'29" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage,of crawlspace or enclosure(s) 1167.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? '❑Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State TOWN OF SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO482 H 05-04-1998 09-25-2009 AE 6.0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in,Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: NYS-COR-GPS Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 5.0 ❑x feet ❑ meters b) Top of the next higher floor 8.5 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet 5 (Describe type of equipment and location in Comments) 11. ❑ ❑ meters f) Lowest adjacent(finished)grade next to building (LAG) 6.0 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6.5 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 1 6.0 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑Check here if attachments. Certifier's Name License Number PAUL BARYLSKI 050782 OF NFti, Title �P p�� BARY� L-:O OWNER � Q S IF d �� Company Name y� PAUL BARYLSKI LAND SURVEYING PAULBARYLKI@YAHOO.COM Address 0y 5 MANTA COURT City State ZIP Code 4 ��9762 OAKDALE New York 11769 4!`{hl[D �. Signature Date Telephone Ext. (631)294-6985 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and (3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) FRAME RESIDENCE WITH CRAWL SPACE MACHINERY = NAVIEN BOILER MODEL#NPE-240S2 FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850.CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No . ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by)law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is.provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. w ai Photo One Caption FRONT Clear Photo One W. oaf Photo Two Photo Two Caption REAR Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Photo Three Caption Clear Photo Three Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 i U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program — --- - ELEVATION CERTIFICATE Important.Follow the.instructions on pages 1-9. Copy all pages of this Elevation Certificate and all'attachments for(1)community official,(2).insurance agentfcompany,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al, Building Owner's Name Policy Number: LOUIS A. NARDOLILLO A2. Building Street Address(including Apt.,Unit,Suite,and/or Bidg:No.)or P.O.Route and Company NAIC Number. Box No. 3850 CAMP MINEOLA ROAD City State ZIP Code MATTITUCK New York 11952 A3. Property Description(Lot and.Block Numbers,Tax Parcel Number,Legal Description,etc.) SUFFOLK COUNTY TAX MAP #: DISTRICT: 1000; SECTION: 123; BLOCK:5; LOT: 18 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat,40.9814 Long.72.5250 Horizontal Datum: ❑ NAD 1927 [x-j'NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2A A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 529 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes FE No A9.Fora building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes FX-1 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Comfnunity Name&Community Number B2.County Name B3. State TOWN OF SOUTHOLD; 360813 SUFFOLK New York B4. Map/Panel 85.Suffix 86. FIRM Index B7.FIRM Panel B8.__F_loQd Zone(s)__, B9.Base Flood Elevation(s) Number Date Effective/ - -,_(Zone AO,use Base Revised Date Food Depth) 36103CO482H H 09/25/2009' 09/25/2009 AE 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile Fx� FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 21 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes (,7' No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Ex] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: PID#KU0378 Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. n NGVD 1929 ❑x NAVD 1988 ❑Other/Source: _ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 0. 9 _ ❑x feet ❑ meters b) Top of the next higher floor 8. 0 ❑X feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ® feet ❑meters d) Attached garage(top of slab) NIA _._ 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building Z. 7 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4. 7 [] feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5. 3 [x] feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 4. 7 Ex) feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? . El Yes ❑No ❑Check here if attachments, Certifier's Name License Number JOHN GALLACHER 50084 Title GAL a LICENSED LAND SURVEYOR Company Name JOHN GALLACHER LS LLC Address 59 FLORENCE DRIVE City State ZIP Code '�� MANORVILLE fl New York 11949 Signat Date Telephone ZO 1 (631)874-0400 Copy all ands of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) *THE LATITUDE AND LONGITUDE COORDINATES AS PER ITEM A5 WERE DETERMINED USING A GPS.*THE LOWEST MACHINERY SERVICING THE BUILDING IS-AN OIL TANK LOCATED IN THE BASEMENT AT ELV=2.7 FT.*THERE IS A FURNACE LOCATED IN THE BASEMENT AT ELV=2.9 FT.*THERE IS A HOT WATER HEATER LOCATED IN THE BASEMENT AT ELV=2.9 FT.*THE ELECTRIC PANEL IS LOCATED IN THE BASEMENT AT ELV=4.2 FT.*THERE ARE THREE CRAWLSPACES EACH WITH AN IRREGULAR DIRT FLOOR.THEY ARE ALL 5 FT+/-ABOVE THE BASEMENT FLOOR.THE AREAS FOR EACH CRAWLSPACE ARE 125 SQ.FT; 168 SQ.FT.;AND 212 SQ.FT."THERE IS A SUMP PUMP LOCATED 1N THE BASEMENT FLOOR. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS -)MB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 3850 CAMP MINEOLA ROAD City J State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View"and'Rear View",and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. +r f l Photo One Photo One Caption FRONT VIEW DATE TAKEN:JANUARY 29,2017 6i 4 r Jib r Photo Two Photo Two Caption REAR VIEW DATE TAKEN: JANUARY 29, 2017 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS JMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3850 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with. date taken: "Front View" and "Rear View"; and, if required.. "Right Side View" and "Left Side View." When applicable. photographs must show the foundation with representative examples of the flood openings or vents: as indicated in Section A8. Photo One Photo One Caption LEFT SIDE VIEW DATE TAKEN. JANUARY 29, 2017 1" 7 I ti A Photo Two Photo Two Caption RIGHT SIDE VIEW DATE TAKEN: JANUARY 29, 2017 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 1 • • . • p FOUNDATION (IST) • D• • ENERGYWA VvdA W) 4 TAi PLUMBING INSULATION PER N.Y. STATE .D �w r_ Im 4 ADDITIONAL • 1 �SAM �a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. � � Check Septic Form N.Y.S.D.E.C, Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Samuels & Steelman Architects Approved � 20� Mail to: 25235 Main Road utc ogue, NY 1193b Disapproved a/c Phone: 631 734-6405 Expiration ,20 BugialWspector aAPPLICATION FOR BUILDING PERMIT MAY -� 2018. May 7, Date , 20 18 INSTRUCTIONS BUU: :1�1�+`E"T. ] S� ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o pans, accurate plot plan to scale.Fee according to schedule. b.Plot plan'showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. rr .11 (Signet re of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Louis Nardolillo & Erin Nardolillo (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders Lleetiis`6-6'. :.4•, Electricians.. ,I,.icepse,No., Other Trade's,License N '�'f:�_;•.;:.% .+`, ilk.°;.'.• i;! 1 i.) Location of<land`on'which. i� osed vVork will be done: r ._....._. - p..Pos 3850 Camp Mineola Road Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 5 Lot 18 Subdivision ---- Filed Map No. ---- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor ----- If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any:Front 36.5'-0" Rear �4'4' Depth 42'-0" Height 24.5'-0" Number of Stories two Dimensions of same structure with alterations or additions: Front 36.5'-0" ea �5g-p't, '' �� ! Depth 42' 0 Height 24.5 , ,Number of Stories s t o .. � 8. Dimensions of entire new construction: Front Rear Depth tl E./U Height Number of Stories 103.6' -0" �n 9. Size of lot: Front Rear 50-0 Depth 40.6 -0 , 10. Date of Purchase Name of Former Owner . 1 1. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises? YES NO Louis & Erin Nardolillo 420 Bray Ave. 14. Names of Owner of premises Address Laurel, NY 11948 Phone No. Name of Architect Tom Samuels Address 25235 Main Rd C l tcho9ftne No 734 R4nr, Name of Contractor Address - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? ' YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES*Z__NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ( ) 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF ) Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) LAUREN M MCKISWA. of said owner or owners,and is duly authorized to perform or have performed the said w WMAJMMME ffliftrYOW that all statements contained in this application are true to the best of his knowledge an( elief,.and'th fl6; 0 performed in the manner set forth in the application filed therewith. Qualified in Suffolk County Sworn to,before me this My Commission Expires May 23,2�0 day of g4 20 Notary Public Signature of Applicant Q17 ly,14 T. TERRY P.O. n(m, 117() 'TOWN CLERK' Z: soulhold. "C'.N. Turk (C F3x (5 101 765.JR�.N jtEC;js`FAAR Or VITAL STATI-SlICS Tcicphonc (5 16) 76.S- NjArtflIAGE.OFFICER OI TICEII -'!A CITE T OFFICER "ILK �( f nDNIM5__:: , O'FFICE Or THE TOWN CLERICMAY - 8 2018 TOWN OF SOUTHOLD • TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED By THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town o.f Southold: "Floodplain Development. Permit Application" (FDP(93) ) , and "'Certificate of Compliance f7,4r Develc/'p men t in Special Flood Hazard Area (C/C(93)) . a DEFT TOK4 OF SOLM-101-1) /J�ui/t h T. Terry Southold Town Clerk August 25, 1993 APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sienl 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hercin- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall aot be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if i;o work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make seasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF My KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE �a �SECTNON 2: PROPOSED DEVELOuI ENT (T.be completed by APPLICANII NAME�� ADDRESS �o �6, TEL2EPH 'I,�� APPLICAIa'TT'W1 c hilt- 'P. �� �-W ""t-� 7J ��`�W� BUILDER �O ENGINEER PROJECT LOCATION: • To avoid delay is processing the application, please provide coou¢h information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. , f-Vock sqs--o. cAwv wvLcot4 ka&a -15?Cn, 14!t'; o FDP(93) • r APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑�'^' truc(urc Residendal (1-4 Family) 'Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ NOD-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DcmdGtioQ P ❑ Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECTS DO (5b CI B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ VAxtercourse Alteration (Including Dredging and Channel Motions) Drainage- Improvements (Including Culvert Work)—,Kew O Roaf, Street or Bridge Construction / ❑ SuF/:vision (New or Expansion) / i ❑ In dual Water or Sewer System J ❑ Otber (Please Specify) Af(er completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ E�N 3 FLOODPLAIN DETERMINATION�o be completed LOCAL ADMIMSTRATOk) The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is U QI located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLUN DEVELOPMENT PERMIT IS REQUIRED). O Ls located in a Special Flood Hazard Area. FIRM zone designation is wo-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located to a (loodway. FBFM Panel No. Dated ❑ See Section d (or additional ios(n)coons. SIGNED DATE 1' ♦ i APPLICATION # PAGE J OF 4 SECTION 4: ADDfTI NAI. INFORMATION REQUIRED To he com Ictcd by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the appbcalion can be processed: ❑ A site plan showing lbe location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatioru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproo[mg of utilities located below the first floor and details of enclosures below the Furst floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landfor . alterations- 0 Top of new fill elevation Ft. NGVD (MSL). ❑ FloodprooC►ng protection level (non-residential Ft:NGVD MSL . For only) _ ( ) floodproofed structures, nppGcant must attach certification from registered engineer or architect. / ❑ Certification from a-registered cn&eer that the proposed actieit�in a regulatory [Ioodway will not result in.an increase in the height of the 100-year flood. A copy of all data and calculations supporting.this Qnding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LQc'AL ADMINISTRATORT I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law-# , 19_• The permit is issued subject to the copdilions attached to and made part of this p,11it. SIGNED , DATE if BOX A is checked, the Local Administrator may issue a Development Permit upon payanenl of designated fee. If BOX B is checked, the Local Administrator wiJl provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. 1� i APPLICATION W PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Peed --- Conditions SECTION 6 AS QUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard . Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT Any work performed prior to submittal/of the above information is at the risk/pf the App1i'cant. J SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to ea_sure compliance with the communit}rs local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIEWIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE: BY: Attachment B /! BAMPi,E CERTIFj CATE /=�F COMPLIANCE Area i for Development in a Special Flood Hazard r. TOWN OF SOUTHOLD CERUFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (03AaMR M11ST R-ETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED. DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TFIE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) NORTH FORK fll W i ' CUSTOM HOME BUILDERS Thoughtfully Crafted.Honestlyfi4ade. r °r rs/! �ffiA �✓ fvu rrb fr � lrrW �''; 9 ✓ vS 6 r onyrdential BirdPop®sal r (/ fifl qe'W Rbnbuation/Ad'dition �P iHw z d�/i AyAW r f July� If' 20r18 y r� r,;v 5' r"r Jy !4 4✓//� yrr , `� i n r r r 4 rr A a rA a�'�rW� q ✓', ti r�m /„ u r n r x rw G Y r � �' J✓A / I r r Y a��' R� d✓ rr'�,#r Y 3850 Camp Mineola Road ya tic kd�aF1. w wry a nmt� ✓t r J wt,��✓ �� v�$, �.�i"�" �,Y+�.��"'��a' Ny���1X�v r! � y�i^� / ��9 ��m . w .f 4i .#.•''� yr4, ,r7 Y a r,� {'p ''ry} y ri _._.o_ o. .._...._._._ LiM NO�ELEVATION ...«_. .- EA—SLrEEIIEVAnO-N •� w .:aeiSrc.'B"� �\A I /' rasz�ms.xt•• rr,-m•rrrtrrr G VYESTaELEVAT�ON BOUT EL yff 10 - 6E North Fork Woodworks inc.,PO Box 1407,Southold NY 11971 Telephone:631-298-7900 * E-mail:info@nfwoodworks.com r i I x <•r cuvrUM HOMEe North Fork Woodworks would like to thank you for the opportunity to bid on your project. We have built countless additions, renovations and new homes on the North Fork. Our business was built by "word of mouth' and referrals from satisfied homeowners for whom we have worked. We pride ourselves on our reputation for quality and outstanding customer support. We have been property owners, "These guys are truly outstanding, so landlords and architects for thirty years accollunodating, they renew one's faith in what and so have lured and worked with good people are all about." dozens of construction firms over the -Regina E.,New Suffolk and NYC years.Kyle Schadt has been one of the _ very best experiences we have had.He built our garage/work shop in 2004,a client's garage in 2006 and is currently "We love Our home,we love the design and layout,we finishing a new house on our North i love the workmanship,and most importantly,we Bayview property.You cannot over appreciate the solid integrity of the building which we estimate the importance of a builder have been putting to the test with some very active living!" who has a top-notch crew,is always Renee P.and Steve F.,Greenport responsible,always on time and always keeps his word.These qualities are rare and priceless. Kyle's work is always of highest quality "We lit the jackpot with Scott Edgett,A young at a reasonable price.He is an energetic local contractor who knew where to get experienced builder,intelligent and everyone needed locally and left no problem i; motivated.He is always linking ahead, imsolved.We commenced at frill speed,finishing just seeing potential issues and problems before the 175-guest wedding of the client's son was that we had not noticed.He takes great to take place on the grounds.Every single detail of pride in his company and in his work. the house and rounds hooked immaculate" We highly recommend Kyle Schadt and -Paris K design—Paris K- Noah Fork Woodworks. !" -Allan and Ellen W.,Southold NY- Kai% FG]RUIC omwWOODWORKS cusirom Z T opghtfully rafted •aSrCa+^ ..3 .ti :lib%^ At North Fork,we put a lot of thought into the seemingly little things. Why? Because those are .. the things that you'll notice " when you're home is no longer ` a wish list, a collection of architect's plans or a construction site but instead, the . . lace where you actually live. _ �:' I�; •.� p Y Y Our approach is simple: we look to tomorrow for every decision we make today. ... . As experienced craftsmen we know how your home will wear in. At North Fork,we don't just build your home for the day it's ,aNw�� ��� ��•- delivered,but instead,for all of •' " '�� "{1 ems-- those years you'll be enjoying it. To ensure that you're ''" '•� ' satisfied for the life of your home,we pay special attention to all of those little things — like using a slightly thicker door than is standard,or adding an extra oil-coat because that way E� �Jy,s. the finish will hold tip that '''' '' ram- _ much longer. Or taking theo� �`�� �_ extra time to use pocket screws '' ' lit3 that you won't aen see' or : l Illi". _��,iilllll IIIUIIIi�lllllllll _. I" I+�"., C r adding that extra little mitered �y� "4"1 ��I�_.,...�.,;,c:'7i..a f^^n':". f.• ':-' ri,inu,.i ...r�.i detail on the window sash that n; ; '° ,_, ;�:,;::,; wr .: .,, F:. `. ':.m , �• �. you will. We over think everything now, so you won't have to think about it at all,later. --------�- --_._ _�..-. --- -- --- .-- - -�- --- ---- DIFKPIrH IFUNKIK t � / y r�F 9f ri r /�i Y/,�,/N G i t '�✓ rY'�Y 6 Y YrF % , -' ���/ w��on�espt�ly,� F r�,/s e�"/r�tw�{ �" � ��r• - - _y. virir When �J �ork with North n q ou w ,N Fork,you work with a special group of skilled craftsmen who put quality ahead of size,people over what's icst erioar. ahead of profit,and what's right �,•.:i = t ' ( _ �►f i,I��r ICrr ,, '°u' �,�F' j C�! II1�l1dl illl�llll h.. Because - - /.���T.�i::i�l"1•� '�..!(;I••�, Brij�` � ',/~ .1 �:i�.;::.m ij'•� _ we take a client forward a,.T` r�tee� ,I:.r 'I. +j/�..� � �` �e .,r,t r ,it. •,-^'Z .,r.r.•i*1 i,:;Ial(; r,' ba 't pro c—., �:5� t�i?�,:.�`c.:..� csy""°a approach'honesty and 6W�..,�'„• •-.a�+i1r'�. �•ri:��� ��-=-�• %r \• ��; �•,";::.;iis�'..;:ia����c��,u::a'�``'`_.--_ i transparency serve as guidelines . w > , : ,� , ;;' ;°• :.�. . : " rat for every aspect of our process. And this philosophy extends to our homebuilding process as well. We never cut corners,but instead recognize that it is only by using the finest materials and time- tested techniques that we can consistently create high quality homes that you'll appreciate for years to come. w, But honesty takes another form in i•: ? ' ` '1 �' ' �i: - ; the homebuilding process as well: !_ . building a home is a business agreement and,though our word is our covenant,we go the extra - , step to ensure that both our clients and our sub-contractors have a clear and up to date picture of -- :� what's going on at all times. "We snake slue to keep everything •: v= as transparent as possible," says co-owner Scott Edgett. "Everyone ' is paid on-time and in most cases - early,and — most importantly — the client always knows exactly what they're being billed for.We don't play games." 2 ]LESL IE KANES WEISMA T September 21,2010 To Whom It May Concern: If you are particular about design details,craftsmanship,and working with trades who actually deliver what they promise,then you should seriously consider North Fork Woodworks,Inc.for your construction project.After obtaining several bids from reputable contractors,speaking to their references,and personally inspecting work completed by each,I recently signed a contact with Kyle Schadt and Scott Edgett.'I'ltcy were neither the highest nor the lowest estimate I received,but they stuck to their price quote and they more than met my expectations.They started when they said they ' would,showed up every day,and stayed on my job full time until it was completed to my total satisfaction,and theirs!They didn't"cheap out"on materials or hit me with price over runs.They were always accessible,answered my calls quickly,and were a pleasure to work with.Moreover,every member of their skilled construction crew was courteous and professionally behaved. Unexpected complications arise on most jobs.Mine was no different.Kyle and Scott handled these situations by carefully considering a variety of possible approaches and,as importantly,by immediately informing and involving me in decisions before,rather than after the fact.The outcomes were always positive. They stand by their work and they did not hesitate to return to my job to make adjustments, even after they had been fully paid. On a more personal note,Kyle and Scott were both born in Southold Town,are raising families here, and are in business for the long haul. If you believe in supporting our local people and economy as I do,but would never sacrifice quality in the process,North Fork Woodworks,Inc.will give you a competitive price and an expert job.I recommend them without reservation. Sincere Leslie Kanes Weisman Professor Emerita of Architecture 10720 Soundview Avenue-Post Office Box 1280-Southold,New York 11971 E Mail:weisman@northfork.com PhonelFAX:631765.8174 PO Box 1407, Southold NY 11971 * Telephone: 631.298.7900 * Fax: 631.298.7899 nfwwinc@aol.com Table of Contents General 1 Site Work 2 Demolition 3 Dumpsters 4 Utilities 5 Foundation 6 �W. .... . . . . . . . .. .�.......................................v.v.......u............................................... Masonry 7 . ......._.v................................................................................................._..._................... Steel�.�.�.�.�.�.WW�.�.�. 8 Rough Carpentry 9 Exterior Finish Carpentry 10 Windows & Doors 11 Roofing 12 Siding 13 Gutters 14 Plumbing 15 HVAC 16 Electric 17 Insulation 18 Drywall 19 'interior�Paint�.�....v.v.............�.�.�...............�.�..v.......v....y....�.......�....�........u.......�.�.�.�.u.v.�.�.�.�....�........... 2o.. ExteriorPaint..�....�,..�.�..�..,...,...�.....�...�....��..,.....,...�...,.....�....�.,.�.��.�....�.,.....,..�...,.��,....,..,......................,.21r . . . . . . . . . . ..... . . . . . . . . .................................................. ... . �.�.�.�. �.�. ..�.......�...�.�.�.�.�.��.�..��...�. Tile 22 Flooring 23 Interior Trim 24 Stairs 25 Shower Doors 26 Finish Hardware 27 Alarm 28 Breakdown 29 Total Investment 30 IF General N Job site shall maintain cleanliness and organization throughout the total project. N Meetings will be made available as needed by architect, homeowner and designer. N All necessary inspections to be arranged by NFWW. N All job scheduling to be updated monthly and - available for viewing at request. N All insurance certificates to be present at contract signing. N Portable field toilets will be available for the entire project and will maintain sanitary conditions at all times. N All surveys and stake outs, local,state & town - fees, building permits and utility fees to be paid by others. N Temporary light and power to be supplied during - entire project, utility bills to be paid by others. N Temporary heat to be supplied as needed, utility to be paid by others. N All mark outs as needed for buried utilities prior to excavation and demolition. —Job will be left broom swept on a daily basis. 1-General IF General N North Fork Woodworks will provide site supervision to the project on a daily basis. N North Fork Woodworks shall coordinate work of all subcontractors and building trades to facilitate smooth and timely completetion of the work. N No work entailing extra cost shall be undertaken by North Fork Woodworks prior to the submission and approval of a written change work order, AIA Document G701, which adjusts both the cost and the schedule for the extra work to be undertaken. N North Fork Woodworks to protect all fir flooring that is to remain. AIII!p anise LABOR SUB $1,495.00 MATERIAL $1,725.00 TOTAL $3,220.0011 1-General (2) Site Work N All site work to be completed as per architect Tom Samuels, plans dated 3/12/18. Excavation: N Excavate for new crawlspace foundation and deck piers. Note: Existing footings and foundation to be removed as necessary. Excess sandy fill to be placed in or close to basement. Labor to spread material in basement not included. N Backfill foundation and rough grade property. Drywells: N Install (01) roof drain drywell 8'dia. x 4'deep. Piping with 4" ADS pipe to downspout locations is included. Note: Final grade and spread topsoil. No additional topsoil included. Allowance LABOR SUB $5,980.00 MATERIAL TOTAL 5 980.00 2-Site Work Demolition _j N All demo and prep by others. Owner to supply his own personal labor. AI Low;a nce LABOR SUB MATERIAL TOTAL 0.00 3-Demolition IF- Dumpsters N Dumpsters to be supplied by local recycling sanitary company. N Dumpsters are for all rubbish, and leftover materials. N All dumpster surroundings will maintain cleanliness. N All dumpsters to be dropped off in a parallel position to the best of our abilities. N All material to be separated and recycled as per the sanitary companies request. Note: All dumpsters are set as an allowance; this price is for budgetary reasons only. Alilow,-ance 5 60.0.0© LABOR SUB MATERIAL TOTAL 5 600.00JI 4-Dumpsters IF Utilities Electrical Service: N To Remain; panel to be relocated. Water Service: N To Remain �(lowance LABOR SUB MATERIAL TOTAL $O.Opjl 5-Utilities IF Foundation Foundation: N All foundation work at new addition as per plans. N Slab in basement of existing as per plans. Note: Backfilling by others. Deck/Porch: N All piers as per plans. A Iowa ceWE LABOR SUB $9,430.00 MATERIAL TOTAL $9,430.0IOJJ 6-Foundation Masonry Chimney: N Existing chimney fireplace to remain. N Add to existing chimney as per plan. N Extend existing chimney "Materials To Match". N Height to be to required code above 2nd floor ridge line. Flue Cap: N Mortar and stainless chimney cap. NOTE: Through flashing done by roofer, in FLASHING price. Allowance —� LABOR SUB $10,695.00 MATERIAL TOTAL 10 695.00 7-Masonry IF Steel Supply the following steel columns fabricated and prime painted: Columns: N (02) piece 5" x5" x 1/4" steel box tub at 11' each. HD bases. 3/4" x 9" x 19" with holes as needed, welded 1/2" flat caps. N (01) pc 3 1/2" steel pipe column at 4' welded cap and base. Flitch Plates: Supplied. N (02) piece 1" x 15" x 36' each, matched, drilled N (02) piece 3/4" x 7" x 24' each, matched drilled Note: Need engineer to give alternate structure if able. LABOR SUB $8,551.52 MATERIAL TOTAL 8 551.52 8-Steel Rough Carpentry N All framing to the Nardolillo project as per plans by Tom Samuels, architects plans dated 3/12/18. N All structural wood "stick" framing provide lumber graded Douglas fir-larch #2 or better. N Handling, storage and erection of component shall be as per manufacturer's recommendations. N All pre-engineered lumber shall be as per plans. N Provide fire stopping at concealed spaces of wood framed walls. N Frame all openings with multiple studs and headers, at finished basement, 1st and 2nd floors. N Lap framing members from opposite sides of beams, girders or partitions no less than 6". N Provide solid blocking over all supports, bearing walls. N "Teco" connectors at all roof/ exterior bearing wall connections,at all "flush framing" connections, such as but not limited to floor openings. N All framing for upper mahogany balconies with ACQ sleepers. 9-Rough Carpentry F- Rough Carpentry N Notch framing rafters to fit exterior wall plates and use special framing anchors. N Frame all windows, doors, and other prefabricated elements. N Joist, girders and headers shall have bearing stiffeners installed as per manufacturers recommendation. Provide web stiffeners at all load and bearing points at a minimum. N Provide single 1 3/4" Lvl rim joist at floor perimeters. N Provide double 5/4" X 3" spruce lath over rafters. N Provide 5/8" minimum thickness APA rated, exposure 1, plywood sheathing on all exterior walls. N Provide 5/8" minimum thickness APA rated, exposure 1, plywood sheathing on roof. N Provide 3/4" minimum thickness APA rated," sturdy floor" exposure 1 plywood subfloor with all edges set on solid blocking and glued. N All framing to be as per New York state and local codes. Note: N This is all framing as per plan. N Plus all necessary blocking, etc. A111:o,�u�a�n:ce LABOR $37,375.00 SUB MATERIAL $25,553.00 TOTAL $62,928.20il 9-Rough Carpentry (2) - Exterior Finish Carpentry N All trim as per drawing by Tom Samuels architects, plans dated 3/12/18. N Replace trim only where necessary. N Keep existing windows as is. N New Azek at new windows/fascias only. N Frame roof porch only. Decking: N Decking/shower/rails by homeowner. Note: Front porch deck to remain. Outdoor Shower: N Framing only. N Trim by owners. APlow ce LABOR $13,000.00 SUB MATERIAL $8,355.84 TOTAL 21 355.84 10-Exterior Finish Carpentr Windows & Doors 0001 2 TW2436 (AA) PANTRY (1), LAUNDRY RM (1) 400 Series RO Size = 2' 6 1/8" W x 3' 8 7/8" H Unit Size = 2' 5 5/8" W x 3' 8 7/8" H Unit, Equal Sash, White/PI White, (Top Sash) High Performance SmartSun Low- E4 Glass, Divided Light with Spacer, Specified Equal Lite, 3W1H, 7/8", High Definition Chamfer, Chamfer, Ext Grille - White, Int Grille - Prefinished White (Bottom Sash) High Performance SmartSun Low-E4 Glass (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Zone: Northern U-Factor: 0.30, SHGC: 0.19, ENERGY STAR" Certified: No 0002 1 CW135 (L) KITCHEN (1) 400 Series RO Size = 2' 4 7/8" W x 3' 5 3/8" H Unit Size = 2' 4 3/8" W x 3' 4 13/16" H Unit, White/White - Factory Painted, L __...: Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail, 4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" IFactory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White r Zone: Northern fi U-Factor: 0.28, SHGC: 0.18, ENERGY STAR' Certified: No I 1 11-Windows & Doors 1 J Windows & Doors 0003 1 CW135 (R) KITCHEN (1) 400 Series RO Size = 2' 4 7/8" W x 3' 5 3/8" H Unit Size = 2' 4 3/8" W x 3' 4 13/16" H Unit, White/White - Factory Painted, R Handing, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail, 4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White Zone: Northern U-Factor: 0.28, SHGC: 0.18, ENERGY STAR" Certified: No 0004 3 TW2442 (AA) DINING ROOM (3) 400 Series RO Size = 2' 6 1/8" W x 4' 4 7/8" H Unit Size = 2' 5 5/8" W x 4' 4 7/8" H Unit, Equal Sash, White/PI White, (Top Sash) High Performance SmartSun Low- E4 Glass, Divided Light with Spacer, Specified Equal Lite, 3W1H, 7/8", High Definition Chamfer, Chamfer, Ext Grille - White, Int Grille - Prefinished White (Bottom Sash) High Performance SmartSun Low-E4 Glass (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Zone: Northern U-Factor: 0.30, SHGC: 0.19, ENERGY STAR- Certified: No I I11-Windows & Doors (2) Windows & Doors 0005 2 CW135 (L) KID'S BDRM #1 (1)1 KIDS BDRM #2 (1) 400 Series RO Size = 2' 4 7/8" W x 3' 5 3/8" H Unit Size = 2' 4 3/8" W x 3' 4 13/16" H Unit, White/White - Factory Painted, L Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille- Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect.Screen, White Hardware Pack, PSC, Traditional Folding - White COMMENT: EGRESS SIZE Zone: Northern U-Factor: 0.28,SHGC: 0.18, ENERGY STAR" Certified: No 0006 2 CW135 (R) KID'S BDRM (1), KID'S BDRM #2 (1) 400 Series RO Size = 2' 4 7/8" W x 3' 5 3/8" H Unit Size = 2' 4 3/8" W x 3' 4 13/16" H Unit, White/White - Factory Painted, R Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - 'White COMMENT: EGRESS SIZE Zone: Northern U-Factor: 0.28,SHGC: 0.18, ENERGY STAR' Certified: No 11-Windows & Doors (3) Windows & Doors - 0007 2 CW13 (L) HALL BATH (1), MSTR BATH (1) 400 Series RO Size = 2' 4 7/8" W x 3' 0 1/2" H Unit Size = 2' 4 3/8" Wx2' 1115/16" H Unit, White/White - Factory Painted, L Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Tempered Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail, 4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished,White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White COMMENT: TEMPERED Zone: Northern U-Factor: 0.29,SHGC: 0.18, ENERGY STAR" Certified: No 0008 2 CW13 (R) ERIN'S CLOS (1), MSTR BDRM (1) 400 Series RO Size = 2' 4 7/8" W x 3' 0 1/2" H Unit Size 2' 4 3/8" W x 2' 11 15/16" H Unit, White/White - Factory Painted, R Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White Zone: Northern U-Factor: 0.28, SHGC: 0.18, ENERGY STAR" Certified: No 11-Windows & Doors (4) Windows & Doors 0009 1 CW13 (L) LOUIE'S CLOS (1) 400 Series RO Size = 2' 4 7/8" W x 3' 0 1/2" H Unit Size = 2' 4 3/8" W x 2' 11 15/16" H Unit, White/White - Factory Painted, L Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White,Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White Zone: Northern U-Factor: 0.28,SHGC: 0.18, ENERGY STAR" Certified: No 0010 1 CW14 (L) MASTER BEDROOM (1) 400 Series RO Size = 2' 4 7/8" W x 4' 0 1/2" H Unit Size = 2' 4 3/8" W x 4' 0" H Unit, White/White - Factory Painted, L Handing, StraightArm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 Iites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White,Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) __..:._.__......._..........._... _.�... Insect Screen, White Hardware Pack, PSC, Traditional Folding White - COMMENT: EGRESS SIZE Zone: Northern U-Factor: 0.28, SHGC: 0.18, ENERGY STAR" Certified: No 11-Windows & Doors (5) Windows & Doors 0011 1 CW14 (S) MASTER BEDROOM (1) 400 Series RO Size = 2' 4 7/8" W x 4' 0 1/2" H Unit Size = 2' 4 3/8" W x 4' 0" H —.----_-•— Unit, White/White - Factory Painted, S Handing, High Performance SmartSun Low-E4 .Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail, 4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) l Zone: Northern U-Factor: 0.28, SHGC: 0.18, ENERGY STAR- Certified: No 0012 1 CW14 (R) MASTER BEDROOM (1) 400 Series RO Size = 2' 4 7/8" W x 4' 0 1/2" H Unit Size = 2' 4 3/8" W x'4' 0" H Unit, White/White - Factory Painted, R Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail,4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, -- Ext Grille - White,Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White COMMENT: EGRESS SIZE Zone: Northern U-Factor: 0.28; SHGC: 0.18, ENERGY STAR" Certified: No 11-Windows & Doors (6) Windows & Doors 0013 1 CW13 (R) MASTER BATH (1) 400 Series RO Size = 2' 4 7/8" W x 3' 0 1/2" H Unit Size = 2' 4 3/8" W x 2' 11 15/16" H Unit, White/White - Factory Painted, R Handing, Straight Arm Hardware, High Performance SmartSun Low-E4 -- - Tempered Glass, Divided Light with Spacer, Specified Equal Lite Fractional with Check Rail, 4 lites, 3W1H, Center Bottom Horizontal Placement, 7/8" with 2 1/4" Check Rail, Ext Grille - White, Int Grille - Prefinished White (Includes 6 9/16" Factory Applied White - Painted Complete Unit Extension Jambs) Insect Screen, White Hardware Pack, PSC, Traditional Folding - White COMMENT: TEMPERED Zone: Northern U-Factor: 0.29, SHGC: 0.18, ENERGY STAR" Certified: No Allowanc LABOR $3,000.00 SUB MATERIAL $14,531.60 TOTAL $17,531.6pjl 11-Windows & Doors (7) IF Roofing N Remove remaining roof shingles. Note: Existing single layer asphalt on plywood. N Plywood exists (patch and replace as necessary). N Install GAF Timberline Ultra HD architectural shingles, ice and water shield, continuous ridge vent and caps, pipe flanges and lead coated copper step, apron and chimney flashing. - AIL©�wia.nce LABOR SUB $9,200.00 MATERIAL TOTAL 9 200.00 12-Roofing IF Siding N Remove only necessary shingles for framing. N Existing shingles to remain. N Install #1 Blue Label cedar perfections on sidewalls, 5.5" exposure. N Existing siding to remain on west and south first floor. N Patch and replace around new windows on east side. N New on second story-south/north/west. N New on first story-north. LABOR SUB $7,187.50 MATERIAL TOTAL 7187.50JI 13-Siding Gutters N Supply & Install approximately 190' of 5" style K- 5 white aluminum gutters and 150' of 3 white aluminum leaders. AIIWFTMInme LABOR SUB $2,530.00 MATERIAL TOTAL $2,532.00 14-Gutters Plumbing N Supplied by owner. A1-1F aanc.P, LABOR SUB MATERIAL TOTAL 0.00 15-Plumbing Heating & Cooling N Supplied by owner. AI�owalnce LABOR SUB MATERIAL TOTAL 0.00 16-HVAC Electric Renovation Wiring: $19,550.00 N (33) Switches N (42) Outlets in Wall N (27) Halo 4" HH w/ LED Trim N (05) Sconce N (04) OS Sconce N (10) Surface N (08) Keyless (basement lights) N (02) OS Sconce N (03) Bath Fan N (03) Bath GFI N (02) Kitchen Outlet Circuits N (01) Laundry Outlet Circuits N (01) Filling Fee N (20) Arc Fault Breakers Equipment Wiring: N (01) Washer N (01) Dryer N (01) Fridge N (01) Microwave N (01) Hood N (01) Dishwasher N (01) Stove - 50 Amp N (01) Door Bell Smoke and CO detectors - (10) year rechargeable battery: $1,380.00 N (03) Smoke N (03) Combo 17-Electric IF7- Electric Phone & Cable: $1,725.00 N (04) Cable N (02) Phone/Data - (01) CAT6 N (01) Remote TV Setup (01) HDMI, (03) Cat6 and IR Repeater HVAC: Note: By Geo/Solar company. Service: N Existing to Remain. N New panel relocated to mechanical room. I!lowa ce LABOR SUB $22,655.00 MATERIAL TOTAL 22 655.00 17-Electric (2) Insulation N +/- 8" R-30 open cell foam at roof line. N 2" 2 lb. density foam at all 2 x 6 exterior walls with 3-1/2" unfaced fiberglass batts for a ,total of R- 25. N Fiberglass batts to be installed as per energy star specifications. N Insulate crawl space with 9" R-30 reversed, secured with tigers teeth. N Sound deaden all interior walls with 3-1/2" fiberglass sound batts. N Sound deaden 2nd floor ceiling and between floors with 6" fiberglass sound batts. N Install windwash baffle at perimeter. N Low expansion foam at windows and doors. N Fire- caulk all penetrations as per Code. A loin MCREc LABOR SUB $13,800.bo MATERIAL TOTAL 13 800.00 18-Insulation Drywall Sheetrock and Spackle 1st and 2nd Floor Areas as Shown on Plans: N 1/2" Drywall N 1/2" MR in Baths N 1/2" Durock in Showers N 5/8" in Mechanical Room A,gloswiamce LABOR SUB 9 775.00 MATERIAL TOTAL $9,775.OQII 19-Drywall Interior Paint N.By .homeowner. All©,wa5 LABOR SUB MATERIAL TOTAL $O.Opjl 20-Interior Paint Exterior Paint N By homeowner. ALow-nce LABOR SUB MATERIAL TOTAL $0.09JI 21-Exterior Paint IF Tile ,.► Price includes labor and installation materials. ,.► Ceramic tile. ,.► Straight pattern/no borders or patterns, no niches. 2nd Floor Bath: Labor Material Tub Walls (65) Sq Ft $1,989.50 $1,150.00 Floor (42) S.F. Mud Saddle Master Bath: Labor Material Shower Wall (80) SF $3,277.50 $1,850.00 Shower Pan (20) SF (02) pc Slab Curb Floor (60) SF (Mud) Saddle N Add tile in rear entry, laundry, pantry, and powder room. N Saddles by homeowner. �I�lowa ce -�3 00®.00 LABOR SUB 7 953.40 MATERIAL TOTAL $10,953.4pjl 22-Tile Flooring N Flooring to be 1 x 4 2-1/4" red oak. N Patch where necessary. N Install in all new addition locations. N Sand, install, and stain .(03) coats.of water based polyurethane. p,llowa�c LABOR SUB $5,865.00 MATERIAL $5,175.00 TOTAL 11040.00 23-Flooring Interior Trim N By owner. AIJ.oubrra n LABOR SUB MATERIAL TOTAL s 0.00 24-Interior Trim IF Sta irs N Existing to remain. Alaowra�nce LABOR SUB MATERIAL TOTAL 0.00 25-Stairs Shower Doors N By owner. AI'Iowtance LABOR SUB MATERIAL TOTAL 0.00 26-Shower Doors Finish Hardware N Supplied and installed by homeowner. Ilowan,c= LABOR SUB MATERIAL TOTAL 0.00 27-Finish Hardware IF Alarm N No alarm at this time. Allow- ce LABOR SUB MATERIAL TOTAL $0.09JI 28-Alarm Nardolillo Residence Breakdown Page Description MATERIAL SUB Material/Subs LABOR LO�'dA G•ES TOTAL # CONTRACTOR 15% 1 General $1,500.00 $1,300.00 $420.00 $3,220.00 2 Site Work $5 200.00 $780.00 $5,980.00 3 Demolition $0.00 $0.00 4 Dum sters $0.00 $5,6.0.0..0.0, $5,600.00 5 1 Utilities $0.00 $0.00 6 Foundation $8,200.00 $1 230.00 $9 430.00 7 Masonry $9,300.00 $1,395.00 $10,695.00 8 Steel $7 436.10 $1 115.42 $8 551.52 9 Rough Carpentry $22 220.00 $3 333.00 $37 375.00 $62 928.00 Exterior Finish 10 Carpentry $7,265.95 $1,089.89 $13,000.00 $21,355.84 11 Windows & Doors '$12 636.17 $1 895.43 $3,000.00 $17 531.60 12 Roofing $8 000.00 $1,200.00 $9 200.00 13 Siding $6,250.00 $937.50 $7,187.50 14 Gutters $2 200.00 $330.00 $2 530.00 15 Plumbing $0.00 $0.00 16 Heating &Cooling $0.00 $0.00 17 Electric $19,700.00 $2,955.00 $22 655.00 18 Insulation $12 000.00 $1,800.00 $13 800.00 19 Drywall $8,500.00 $1,275.00 $9,775.00 20 Interior Paint $0.00 $0.00 21 Exterior Paint $0.00 $0.00 22 Tile $6,916.00 $1,037.40 $i3,000.00 $10,953.40 23 Flood g $4,500.00 $5 100.00 $1440.00 $11,040.00 24 Interior Trim $0.00 $0.00 25 Stairs $0.00 $0.00 26 Shower Doors $0.00 $0.00 27 Finished Hardware $0.00 $0.00 28 Alarm $0.00 $0.00 TOTALS 1 $48,122.'121 $100,102.10 $22,233.63 $53,375.00 $8,6.©.0..�00 $232,432.85 29-Breakdown IF-- Total Investment Allowances: $8,600.00 Total Investment: $232,432.85 All material is guaranteed to be as specified, and the above work to be performed according to the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of $232,432.85 (Ple ,se n- e •hat all allowances are incAuded in pr"ce and are Mt as an esti>>,ate will be etermined an pr ced as needed.) Respectfully submitted by North Fork Woodworks. Any alteration or deviation for above specifications involving extra costs will be' executed only upon written order and will become an extra charge over and above the estimate. All agreements are contingent upon accidents or delays beyond our control. 7� The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified.. Payments will Date Signature Signature 30-Total Investment Page#1 APPRAISAL OF REAL PROPERTY MIR- �3 E 1W 9 S LOCATED AT 3850 Camp Mineola Road Mattituck, NY 11952 SCTM 1000-123-5-18 d FOR Louis Nardolillo, Jr. 3850 Camp Mineola Road Mattituck, NY 11952 OPINION OF VALUE $530,000. Depreciable Dwelling Value AS OF 6/8/2018 BY Andrew D. Stype Andrew Stype Realty, Inc. PO Box 63 Mattituck, NY 11952 Form GA1V LT WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE f .... .... . .. . r - Reguested:Byi Louis Nardolillo, Jr.: .. . Property:Owned BY: Louis A. Nardolillo:and Erin A. Nardolillo . .. .. .. .Property Location..... .. . 3850 Camp.Mineola Road: Mattituck, NY 11952 - - .. ..... . ..... . ..... . ..... . ..... . ..... . .... . ..... . ..... -Indicated Value: ... Subject Depreciable Cost.Value :.: . ... . ... As:Of: w. , June 8, 2018:.: .... . ..... ..... .... B. Andrew D. Stype New York State.Certified.General Appraiser .. ... #:46000022831 ... . . W000llza4e 4OW J� N©mth F®t-k Rai estate Experts or three genratzo: 2s . June 26:.2018 Mr..:Louis Nardolillo- Jr.. 3850'Camp Mineola Road- Mattituck:NY 1.1952 .... .. Re: 3850 Camp Mineola Road,Mattituck;NY 11952 -- _. Dear Louis: In accordance with your request, I have.completed:a depreciable cost: stimatb:of the subject home referenced:above.. The user/client.is.Louis Nardolillo;Jr. The:purpose is to provide a depreciable cost.estimate:of the subject building for-a planned;renovation.: The valuation is.effective the inspection date of 6/8/2018 with Louis'.Nardolillo,Jr. This':' aluation is a real estate appraisal report made in compliance with the guidelines set forth from the Uniform Standards of Professional:Appraisal:Practice.:. . In my opinion;the depreciable cost:estimate.of the subject property will:be: q. $::530,000:..::: Subject Depreciable Cost.Value Thank you:: Please let me know-if I can:be of further assistance. Ve Y Youits, .. .. .. .. An rew D. St. pe ADS/tmk so :. 1.2985 MAIN ROAD,P.O.BOX 63,MATTITUCK,NY J 1952-0063 PIIONE 631-298-8760.. FAX:. 631-298-5779..: www.slype.com slypereamplonline.nel .Table of Contents.... Transmittal Page Face. .... . .... . -. Part I General Information A. Certification of the:Appraiser A A. :B. Summary:of Salient-Facts and Conclusions - . 3. C. Purpose.of the Appraisal .4. :. D.:: Definition of Market Value ... . 4 :: E. . .: . Function of the AAppraisal : 4, F: Use and Scope of the Appraisal History of Suffolk County H. 1eighborhood Analysis and Demographics 7. 1. :.Economic.Trends.. 12• �- T. -Ownership::.: . .- -14._ .. K. Occu anc p y Sa es:History 14. Part 2 Valuation of the Entire Property A. Description of the Subject.Parc-1 -. -.. 15.. ... .. B:. . ::. Zoning: _ 16.:. C. Taxes:and Assessed Valuation 16. D. Highest and Besf Use E. Three Approaches.to Value 1:8• .Valuation Process: : : .1 9• G. Cost Approach ....: : ..:.. : . :20. H. Final:Reconciliation : 21:: Part 3 Statement of Basic Assuiription& Limrtatioris -A&B Limiting Conditions- 22. Environmental Disclaimer Hagstfom Ma P • .:. 24.. .. Tax Map ... . 25. .. Neighborhood Map 26: .:::: Zoning Map 27. .:Zoning Code 28. Flood Map.. 32. .. Aerial Map .... ..... .. ... . ..... . ..... 33... ... . ..... ... .... Building Sketch 34Survey 35. Property Record Card .. .. 36.- ... q. Certificates of Occupancy. .: : 38. Tax Record .41. Deed... 42„ Subject Pictures 48..:: Certification:& Qualifications of Appraiser q. 55'.. ..... .. .... .... . .... . .... .... . _. _. ... . .... ..... .. q. pw .... . ..... .. . i .. . Part 1 . GENERALINFORMATION: A. Certification of the Appraiser .. ... CERTIFICATION OF THE APPRAISER I:hereby.certify that:APPRAISER was employed:to appraise:the market value of :. property known as: Project:. Nardolillo. .. ..... ..... SCTM : 1000=123-5-18:: Parcels: ' 3850 Camp Mineola Road, Mattituck,NY 11952 . . . Neither appraiser's company nor T have a present or:contemplated future interest: in_thereal estate that isahe subject:ofthis appraisal report. To the best of my knowledge Arid belief,:the statements of:fact contained in.the appraisal;report upon which:the analyses, opinions and;conclusions expressed therein:are .ase , are true.an correct. ... .. ... .. ... The:reported analyses, opinions Arid conclusions are limited only to the reported assumptions and limiting conditions, by'the-def nition of.market value;:and by the- . specified real property interest appraised, and.represent my personal- unbiased professional analysis, opinions and conclusions. My compensation, is not:contingent on an action or event resulting from the. analyses, opinions or conclusions 4n, or the:use of, this report: I was not'retained for the purpose of aiming at a preconceived conclusion of value. This appraisal report has been:made in conformity with and:is subject to the' .:.: requirement of the:Code of Professional Ethics and Standards of Professional Practice. I have- ersonall ::ins ected:the ro: ert herein appraised, and.I:afforded the p: Y p p p Y pP property owner the opportunity to-accompany me to inspect. 1-have also made a:personal field:inspection of the.comparable sales relied upon.in:making:said appraisal. I:have verified.each transaction with:a party to; or a third person directly involved in;:the transaction: The subject and the comparable sales were.as represented by the photographs contained in said..appraisal. .. . To the best'of my knowledge;rio portion of the value assigned to the property-that is the subject of this report consists of.items:which are;non-compensable:under the'' established law o the.State of New York. .. .... . ... .... . ... . I have-not revealed the findings and results of this appraisal to anyone other than m client. I will not do so until authorized b m client or until I.am required b due Y Y ... ... q . . Y :process:of law, or until I am.released from this-obligation:by having publicly testified:as . ... .... . ... . :to such findings.- Based on the factors developed in the body of this report and the.exercises.of my rofessional ud ent it is m Y o inion that the depreciable reciable cost value:of the fee-Simple: p... j: � . MY. p :.. . P estate.of the subject property is as.follows: .. ... ... .... 530;000. .: ::Subjeet Depreciable Cost Value ... . .... . .... . .... ... ..... .. Signature :. - LAndrewD. Stype .. j. ..... ..... ..... ..... . ..... . .... .... ..... .... ... ... r Dated: June 26,:2018 . ..... i 2 ... .. Part 1, B. Summary of Salient Facts: Property Rights Appraised------------------------- Fee Simple :Type of Property Single Family Dwelling Location-------------------------------------------3850 Camp Mineola Rd.; Mattituck;NY :11952 SCTM--- 1000-123-5_18 Reputed Owner- ----=--===---------=-=-----=----=-Louis A.Nardolillo and Erin A.N ' olillo: -Zoning----------------------=------------=---------Residential:R-40 ow .. .. t -------Hi hes &Best'Use -..---------- - - Current Use - Date of Appraisal_:.---------=---------------------June 8, 2018 Site-------------=- -----=---:=.25 Acre ------- --------- ----- w. Buildings. -------.: 1,740 sq. ft. dwelling with two attached ----- - ------------ - '-`- Porc es Depreciable Cost Value---------------------------$ 530'000. 3 .. Part 1. - C. Purpose of the Ap rp aisal it :. This appraisal is made for the purpose of:arriving at an opinion:as to the.indicated.. depreciable cost estimate of the subject dwelling'for its highest.and best value'if offered for sale:on the open.market under conditions prevailing:as of June.8, 2018 and is based on a physical inspection,;including zoning, utility, location,topography,present and : potential:use, and market data. The rights will:be in fee simmple value. . ... D. . Definition of Market Value and Interest Appraised Market value means.the most:probable price which a property should,bring ma - competitive and.open market under all conditions requisite to a fair sale,the:buyer:and seller each acting prudentlyand knowledgeably, assuming the price is not affected'by undue stimulus. Implicit in this:definition are the consummation of a:sale as of'a specified date and the:passing:of title from seller to buyer under conditions whereby: sm Buyer and:seller are typically-motivated;:. Both parties are well informed or well advised, and acting in:what they, consi er - eir own best interests; . A reasonable time is allowed for exposure in the open market; Payment is made in terms of case in U & dollars br in terms:of financial arrangements comparable thereto;: . The price:represents normal consideration for:the property sold unaffected by special:or creative financing or sales concessions granted by anyone associated with'the sale. The interestAo:be appraised is in,fee simple value.: :: - E.: Function:of the-Appraisal. - .. To develop a depreciable cost value of the:dwelling herein described as of June 8; . 2018. . :4. qq Part 1. F. Use and Scope of the Appraisal/Appraisal.Problem This appraisal will be used by the client for internal and personal business use. The scope.of my.appraisal includes:_ • extensive research of the market;. -e analysis of all data.to arrive at an appropriate value estimate; .: :':collection and confirmation-of the.indicated.date; reporting,of my:conclusions in a logical method: The appraisal probleiii/scope is to indicate a depreciable cost estimate:of the - subject building for FEMA.guidelines'. The subj Oct is planning a renovation/expansion q. and must meet specific Town of Southold and FEMA guidelines involving expansions in . flood-zone areas. The:Cost Approach will be the only approach to indicate the. depreciable value of:the subject building.-,A replacement costwill be.applied to.the subject building less any depreciation. i ... ... . Part 1. G. A Brief History.of Suffolk County .. Suffolk County has been profoundly influenced by its proximity to New England and New York City and by the sea which defines its borders:on three sides. Occupying the eastern two-thirds of Long Island,.which juts:120 miles into the Atlantic Ocean,the county covers over.900 square miles:of territory. The:north borders on Long Island Sound..It is 86 miles long.and 20 miles at its:widest point. The:weather is.temperate;the water abundant Arid the.soil good.: From the beginning there has existed a variety of'conditions which have made;this land:for all manner of living things::- . :. The first small bands.of settlers came from New York and'Connecticut areas'. . Dutch:villagers sprang up.on the western end of.Long Island; English settlements in ..: Suffolk. A.power struggle betweehEiigland'and the Netherlands was settled in 1650 with a nortb7s6uth line; an international boundary;'dividing existing colonies iii New England and.Long Island. On:Long Island.the line ran approximately-where the western. . ., border of Suffolk County.now:exists. Suffolk was English territory. Settlements:of the . .: . .:.period_included Gardiner's Island, Southold, Southampton, Shelter Island;-East Hampton and Huntington. Suffolk.County,is now:a major industrial and.business area. The-average household size is approximately 3 persons.:-The mean household income is approximately:$57,000. It is serviced by adequate public transportation:offering.a major airport, highways and rail-service.- The county has a population of approximately 1 A million residents with that figure swelling substantially in the summer months. The county:and region.have witnessed tough economic times since:2009,much like the nation: The unemployment rate and.occu- ancies rose. The reat:estate .:. .. marketplace 'indicated:increased inventory;lower prices and declined sales. The unemployment rate is approximately.4.5%,. The current business climate.is rated as fair. There:is currently an increase in business activity mainly due 6 the start.of the normally busy:summer-season. :The outlook:is optimistic for:an improved retail: season: The county real estate marketplace is witnessing a slight reduction in values for - residential real.estate: :However;more sales are occurring compared to previous years and the market may be beginning to bottom out. The outlook is:good due to very attractive borrowing rates. This trend should continue.for the rest of 2018. The '. commercial marketplace in.the county is rated-as:fair. There are a:few more vacancies., compared to last:year,but.sales of commercial:property remain fairly strong: This trend should continue this year.:Agricultural property:is the same. is :Part 1.: .. H. Township&-Neighborhood Analysis A Brief History of the Town of Southold and Hamlet of Mattituck The:Town of.Southold:was settled in 1640 with the lands purchased from the Indians a little ata time. By 1646;the final borders were established as they are today. Southold Town adjoins.the Town of Riverhead on its.west border. The.north :. border fronts:on the Long Island Sound, the.south:border on Great Pecoriic Bay, and the easternmost point, Orient, borders:on the easternmost point of the North Fork Plum Gut.. :.As of the census of 2010, there were-21,968 people, 8,4611ouseholds, and 5;804 families residing in'the town: The population density was 383.5 people per square mile.. There were 13;769 housing units.at an average density of 256.3 units per square mile. The median income fora household in the.town was$49,898;.and the median income for a.,ami y was ..61,108. :: The area is well known for its:excellent beaches,:farmlands;and fishing. There are - three major school districts;,volunteer fire departments;and an 80:bed hospital. The :_ major industries are farming, fishing, and tourism. The nemployment rate is approximately 7%. The area.major industries.such as- ... . vegetable farming, wineries and retail appear to be 'iri better condition than the last two years. Commercial-vacancies are still alightly higher than last year but the:retail and: offices iri'business are mostly reporting:an increase in business this'year. .The North Fork is still a popular-destination:for day trippers and weekenders. This:area is not-just a summer resort only -:the weekends are busy mostly throughout.the year now. This trend... - -- should continue into the next year:: Hamlet of Mattituck M.Affituck is.located:in.the western portion of Southold Town. The Long Island Sound borders on the north and Pecoriic Bay borders on':the south.. It was first surveyed :in 166L The unemployment rate is approximately 40/o: Mattituck is well'known for it's- farmlands, open spaces;.beaches; fishing, and tourism. The year-roundpopulation:is 4,411-and increases during the-summer months. The major:industries are farming wineries, fishing,banking, and tourism. The Mattituck school:system offers grades K-12. There is a.volunteer:fire department. The nearest hos ital is Eastern. Island in .. p p' g Greenport:: Mattituck is the largest commerciatcenter in.the Town of Southold. Most of the commercial businesses are located'on Main Road with a few scattered:businesses on Route 48:' T ere'is one motel and a few bed&breakfasts. The commercial vacancy rate is very low with most.available.stores and offices rented. The localeconomy is:strong arid.the outlook is very:good. Zip Code.11952-Mattituck,N.Y. .. .. NOlehborhood Dofnlis _ _ - - USA - � '� County 11932 _ Residents per sq.mi. 91.0 420.1 478.8 Change2000—rAyear -- 27.6%.. .. 10.396 12.8% Change 1990rarrrent year ... ... :.. 28,503,611,400.0% 1,887,645,700.0% ."468,000.0% M.I.percent 49.2% 48,5% _ 50.3% Female percent. .. .. 60.0% -. .. ,61.6% 49,7%: Median ' .... 'e . :: 37.4 38.1, _ 49.6 Household.: -116.211.000 - - 7,255430 1,892 Avsmge household size .. -. - - 2.63 2.62 - ... ... - ... .. 2.37 ... C.mmt Population -321.419.000.. :.. .. :19,795,80D - 'Population-2000' 285,036,114 18,87@,457 4,680 Population-1990 - '" '' 251,960,433 '" '' 17,945,409 4.007 Marriage-Zip Code 11952; Marriage/Zip—11952 _ 7amliy7ype-Zip Code 11952 :.. ... :.. ... ... .. Family Type%Zip--11952 _ .. V. 4.d,a$r .. .. s. sa Neighborhood Detalls -- USA County. 11952.. .. ... Unemployment rate S,20% 4.50% - - 3.90% _ Recentl6growth 1:59% 1.97% .1.76% Sales tax. - 6.000% 8.87596 8.625% ' Income tax 4,60% ':' 6.45%' ;' ' 6.45% Properly tax .. $12::" .. $17 .. $23 Income-median household _ .. $53A82 $58,687 $83,700- � ... Income-average per cap -_ - - �� � �_ $28,555 432,829 " $41,149'-' • Cost of Ilving(100=9vg) 100,0 .. 121.9 159.3 .. .. .. .. Commute time(min) - - 25.71 _ 31.88 30.31 Health cost Index, - .. 100.00 - - .108.70 105.40• -- Income by Population Percent I "' .. Income by Populatlon Percent +mrco w .. f0>S .. .. .. .. .. .. .. .. . IS-25k ... .. ... .. noaa .. ... .. .. 15=35k.._ .. .. .. .. .35-50k f 9N :. .. .. :. .. ..a0. .. .. .. .. .. 50-75k .. .. .. 191, 'tf eif ... ... .. ... .. .,75-1001, 150-250h .. 250:S00k. II Nf .. ee 55001, I .. - .. „ I r --r f •,� -i. . . - , w u v - u it rs ro ,. I. I. m n r, n n n a .. - - . .. .. .. Population by Age .. Population by Age: .. .. .. - .. .. .. 549. brs .. .. .. .. .. .. .. ..i .. :'.j1-24 SeN . . .. .. .. .. 119f: .. ' ... 25-34 it rtb.. :.. :. :. ... . .. —_ .. .... a 109 .. 35-44 € .. .. .. .. "� btfa ... 45-49 .. ... .:. .. .. .. .. l9 als zo Ifv 60-64 fs9 .. .. .. .. nn .. .. .. ., t99r .. .. .. .. .. .. .. r _ _ _ _ __ _ _. _ _ ________ _. _ _ ___. ;Neighborhood Detalls, USA County w. 11952 Homes owned ... ... - 56,3%. - -. 47.9%- .-. -. 58.9% ... . ::'.Homes-rented .. 312%: 41.1% : .. 13.4% .. . Homes-vacant ,• : 1;.5% 114% : 2.7.7% .. .. .. Medltm Home Value '" - -� ��- �� �-- �� �•f185,800 -.. .. -f270,200 -•- - -f487,600 Home appmc(12 man.) •- ;0.7% ., •4,1%' •. .-32%' ' Home meClan age(yrs) '' 37 57 54 Average Rent-2br q :f1,027 $1,329 $Z110. ... ... Owner-Occupled Housing By Value - .. :. .. , .. .. _ .. .. .. .. -- 9 Owner=Cccupled Housin9-WVMUe . .. .. '. : .. .. .. .. ILI—County 2.1.1 • .. 310k:� .. .. .. . A SO-80k_S .. 100-150k I.rxf .. .. .. .. .. .. .. .. • .. •200-300k..x .. ... ... 300-400k xe elr 590,7501, as.iie _. 1i9f1 I .. .. .. . sldaok .. n I. ..l I � . ..,. . n• r, II I. ,. :Ir '1• I, n, '!r it at .n rl lw ,I rl .. .. Neighborhood Details .. .. .. .. .. County .. :11952.. USA School ezpehdltures per Pupil .. ,,, $12383:. .. s 32S,714- S01ool puplllteacher ratio - - ..Students per llbrarinn. - .. . .. - :Students per counselor - .. _ "" 5 8.1 � 161 �G935 - - - 403.2 367.6 .3082. IPhysidans per 10l1K pop. .. ... 209.8. :. .. :.263. Z46 5 ,q. .. .. .. . ' .. 'Crime risk-personal .. .. .. ". - 31.1 30.9 25.1 Crime risk-property :. "' 3t1.1 - 19.2 28.6 Voting-Democrat .. ... .. ... .. .:. .. .. .. -- - -- 0.51% -" 0.63% 0.51% _ �-- Voting-Republican '' '' '' - - .47% - -- 0.354 - .47% ' Voting-Independent : : : - - : .0 .. .. .. 0.01% 0.02% •.. .. ... 001% 8ducatlorial Attainment�� �� - .. .. Occupations.. .. I .. .. .. wnmx co-,mi I .. ... � Gr.tdu.sle Degree la irr - - - .. ... ..4Yr degree .. `C.. 2Yr degre yr { Iligh School glads, xe fu. tva7. - .-- .. .. l.s r .s Iv trl i/S is x vs Irs .r, .. .. :. .Occupations' .:. .. :. .. _ .. -_ .. .. .. .. .. .. .. cu aliens :.. .Fannmg. viol .. ... rw-I rvs. „Const&Muir N Sli ' - Service .. .. .. 1994t Management 14 eev .. :. :. .. . -Neighborhood Details - -- USA County: a 11952 - -_i Sunnydays peryear :. .. 205 :.. ...... ... ... ... ... 205 165. ..Alt Quality Index :.. .. :.. .. .. ... .. .. 58.4 .. ..qy 81:3 ,� .. ... .. :.. .. :.. .. :.. .. ... .. .. :.. .. .. .. .. .. .. .. 10 .. Watershed.quality index .:. .. '".:. .. :. .. .. ._ .. 55 .. 64 61 .. .. .. .. 86.9 9.9 .. 85.4 -� Supertund site Index � . � ��- 1 Comfort index .. '54: 46 . . . 48 _ .. .. ;. 4.3 3.3 :. .. 3.7 :. _. IN Index _ _ .. Elevation(feet) .. :.. .. :.. .. :.. .. ... ... ..1,443 ..:. 940 :.. :.. a .. ... Januarylow temp(deg.) 22.6 - 15.0 22.9 - July high wmp(de&) .. .. .. .. .. 86.1:. "' .. 80.6 .. - :80.8 .. Annual rainfall(inches) 39.2 -41.9 - _ 44.7 ..Annual snowfall(Inches) 25.8 :'.. :69.0. .28.4:'.... .. .. :. Annual oaysvdth preUp :. .. .. .. 102: 88. .. -78 .. .. Average Commute(Minutes) • . . Average Commute(Minutes) ., ■nn-f ws7 — - v .®s,7 deewoq� •)6el -I .. Over f>0 .. :. :. . ... I •15-59 .. ..19u .. .. .. It9ie.. ... .. .. .. .. 30-44 �- . 1. .. .. .. .. .. .. ' A, A, •r •re' r.� II ,IJ Il.f II lFs r Iti . Cpmmute Modes I -_ .. .. Commute Modes .. .. .. ...:. r wsr.{._ - r9961 .. )i lf9. •s home )aef .. - ' i c Other . .__. .. ..Mass Transit Housing by Year Built -' -Housing by Year Built .. ^h = •- '■nit'-. .199910 he5e11l.®961 .. .. .. . a 1998-1998 - 1990-199.1. .. .1980-1989 Isere .. ... .. ., ... .. .. .. fun .. '" g 1970-1979 epee e .966-1909 toF .. )feu .. .. .. 1940-1949 s6of - le w) .. .. .. .. U,fwr § er PI, .ling°s :. p. .. .. Part .1., I. Economic Trends In the:early part of 1987,we witnessed a peak:in real estate market activity and - . prices. In 1988 through 1990 we saw a down trend in real estate market value mainly due to an oversupply.of.listings;.lack of.motivated sellers, few buyers and poor.economic. -conditions. The end of 1990 and the.early part of 1991.:had indicated a bottoming out of prices and a slight increase in market activity. The:early part of 1992-to the current time has:continued to indicate more market activity mainly due:to-more realistic pricing of sellers and an increase of buyer interest. In 1993,the:East End.of Long Island generated its most sales since 1988. _A:com in'ation of Iow bank interest rates and motivated sellers Were the major reasons. 1994 was:similar. :. In 1995, and 1996 in particular,the:market activity increased and was rated as good for low priced Homes And home-sites and fair to good for:other price ranges depending,ori:the offering prices: Vacant acreage.and farms indicated'an increase.in number.of sales.--Commercial properties had a.similar trend based on asking:prices. .The overall:marketplace was rated as "active market" and the trend for-1997 was'a seller's: market with an increase in the number of sales:and sellers receiving at or near asking prices. 1998 continued.to be'a very active.maiketplace. The number of sales:increased and.inventory.dropped.. The residential market was:.very strong,the vacant land.. marketplace:was strong and the:commercial marketplace fair.but improved. 1999 continued as aver strop buyer's market for residentialproperty. Commercial-property Y g Y Was not:as strorig:as the residential market. 2000 through.2006'continued to be a very. strong seller's market for:all types of'residential properties. Commercial:properties . Showed more activity and indicated a fair to good marketplace..: 2007 continued to indicate a good.marketplace for the area. The listing:base increased fonresidential and commercial properties:and there.were many qualified buyers.. 2009'like.2008,started off with a high level of inventory,.but prices decreased. The interest rates'are still attractive and loans'are available from-many competitive sources nationally,and locally. However, due to the financial crisis beginning in September and October, 2008,borrowing will continue to-be more difficult for - consumers and-corporations. The financial.crisis has resulted.in major investment and lending institutions either going bankrupt or needing bailout assistance from other: { healtliier corporations and/or the Federal Government. This pxoblem-continued to. adversely affect-the real estate marketplace through 2009.:.2010 through 2012 started- slowly,but the number of sales increased from the years:before.on-the North:Fork.. 20.13 and 2014 indicated a slow increase in the number of sales and dwindling supply of . pp Y 12 .-Part 1I. Economic Trends—corit'd listings. 2015,:2016 and 2017 indicated an increase:in the number of sales and:a: reduction in listings;-property values are beginning to rise slowly. To:date,the same applies to the 2018 market. The number:of foreclosures on the North Fork has:had an insignificant effect on the marketplace. 'M-ortgages are available and the intereikxates are attractive. The - economic trends for:the East End of Long.Island are.favorable. Interest rates are declining and there is:more buyer:interest:-:Owners willing to negotiate are fmdMi g ualified buyers. The financial crisis from.the last three ears.a ears ao be waning q . y. . y .. pp g ... especially on the NortliTork. There are very few homes in foreclosure now and these- numbers:will dwindle further:into the.next year. ;The prices for residential and commercial properties appear to be bottoming: out-more:sales are:being made due to an increase in buyer iriterest�arid owners willing t6:negotiate: This treiid should continue for thexest of 2018. :: 13 mm .. .. . ..'Part 1: " .. .. .. wners b According to records available through the Town of Southold,the ownership is recorded.as follows: Louis A.Nardolillo'and Erin A.Nardolillo K. 'Occupancy The subject is occupied as a single family dwelling. L. Sales:History of.the Subject Same ownership since 3/3/2017,Norman Wambackto:Louis A::Nardolillo.and : : - Erin A. ;Nardoli.Ilo.-liber 1.291.2,page-53, consideration.$ 765,000. .. .. ... .. .. .. 14 Part 2. VALUATION of the:ENTIRE:PROPERTY A. Description of the Subject.Dwelling -i The subject dwelling is two,story constructed of wood frame,:built approximately 1934 with additional alterations in 200.3. The:subject dwelling is in:very good.condition inside:and:outside:: The total-square�foot living area is 1;740 sq.'..'The exterior is cedar shingle, with aluminum gutters, asphalt shingle:roof- 10.years old:-.and thermopane .: - windows. The interior is heated.with oil hot water,and there is.no central air conditioning.: The interior is finished with sheetrock.and plaster walls ceilings,:wood floors. The interior has a foyer, dining room, living:area, den;:family room with:wood burning fireplace; kitchen with gas:range, dishwasher, refrigerator,.washer/dryer. There is one full bathrooiri downstairs with:linoleum floor and shower stall. The aeeond floor has three bedrooms and one.full bathroom with:ceramic:tile floors. There is:a full basement:with inside entrance. There is,a crawl area under the den and family.room. The walls are cement block with cement'floor, 6 Vz.' ceilings,:-The basement contains the boiler:—Burnham and:Beckett_burner, 30 gallon hot water tank;:275 gallon oil:storage tank: The wiring has-a circuit breaker panel.—200.amp. as - .15 :. art 2:. B. Zoning. The subject is zoned R-40 Residential use for single family homes. T1ie subject would be:considered le al rion-conforming, re-existin use. g�P g:. C. Taxes and Assessed Valuation .. I According to-the'Southold"Town Tax Assessor and the Office of the.County. - Treasurer;ahe t6tal:2017/201:8 taxes-are: ...Assessed:Land:Value .$ 1,000:: .:: Improved Assessed Value .$ 4,500: ..Tota :Assessed:Value $ 5,500.' :.. Orie:Year True Tax-=-------------------- 2 5$;7,69 . 4 I art .. D. Highest and Best Use of the Subject Property Highest and Best Use is defined as: The reasonable and probable use that supports the:highest present value of vacant land or improved'property;'as defined-as of the:date of the appraisal. I The reasonably probable:and legal:use of Jand or sites as though vacant; found to: be physically possible;:appropriately supported, f nancially feasible and.that results in the: . highest present:land use. There are four stages of analysis: 1) Physically Possible Uses :2)Permissible Use(legal) 3)Financially Feasible Use 4):Maximally Productive Use The highest and best use:for the subiect is the current use as a-single family dwelling. There is apre-existing Certificate.-of occupancy issued for atone family::. dwelling, concrete patio- bluestone patio, accesso wood.frame garage.- p p_ ry Additions and alterations, including front and rear:covered porches:io n existing one family dwelling on 4/10/2003. 17 .. fart 2. ... .. E. Three Approaches to Value Indicated Value by the Income Approach The Income Approach is that approach which converts anticipated benefits to be derived:from the ownershipof ro ert into:a-value estimate widely used in appraising raisin p p . Y Y Pp g I income producingproperties. The Income Approach:will be not be used due to the type of'appraisal and. .. pP e.. Yp .. . instructions. Indicated Value by the Market Data Sales Comparison Approach .. . The Analysis:includes a dollar adjustment,reflecting market reaction to those items of significant variation between the subject and comparable properties. If a significant item in the comparable.property is superior to, or more favorable than, the subject property, a minus adjustment is made thus reducin the.indicated value of the subject.: If a significant item in the comparable is.inferior to, or less.. favorable than, the subi ect property, a lus + adjustment is made thus increasin the - indicated value of the:*su..:b' ct:- The Sales Comparison Approach will:not be used. Indicated Value by the.Cost Approach =. Due to the type of appraisal and instructions;only the Cost Approach will-be used. The Cost Approach is that approach in the appraisal analysis which'is based oan the supposition that the informed purchaser would pay no more than the co st of ro ertYproducin a substitute:property..with the same utilit 'ashsubjectte 18 .. ... Part 2. F. Valuation Process The;valuation-process:is:an orderly logical-and concise method-of reaching an estimate of:value. The major steps are: Definition of the valuation problem ■ Preliminary study i Data collection and analysis :. Application of the three approaches: ■ Reconciliation of value 'indications: ■ Final estimate of value ... . Following this procedure assists the appraiser in teaching.a'sound value conclusion. During the proeess the appraiser is guided:by his knowledge of real estate: economics,and conditions-existing in the subject market: All available information - concerning.the subject property is considered'in relationship to economic principles and of.the ahree-approaches:that will:provide the:most accurate indicator of defined value. These value.indications are reconciled by the appraiser and-the final valuation indication is estimated: In the case,of the subject property, due to.the type,of appraisal and instructions, :the appraiser has relied solely on the Cost Approach. This:approach:will provide the. most:accurate indicator'for derivation of a fnal estimated value: 19 Part 2. G. -' Cost Approach The Cost Approach used replacement cost figures from Marshall/Swift Building Cost Manual::The square foot areas were taken from a survey dated 4/9/2003:' II .The subjOct dwelling is in very good condition. The class type.for the dwelling is good class D.--wood:beaking walls with good shingles, dry walls, wood.floors,:package heat/ac system. The local,multiplier.for this:area is :1.6;the extreme weather factor:of 1.15 applies to the.frequent'storms;hurricanes, etc. of typical homes on or adjacent.to.the bay. T e basement:is unfinished. There are two:porches,:covered; in very.good condition. The subject home has an:effective a a of 8 ears/65 yearsm eciation:= ...Depreciable Cost: .::base cost:per square foot=:: :..:. $ 117.87 +:basement :..... 21.00 base cost per.s9•' $ 160.05 +porches 3.6:97 :total base cost per sq.' $ 197.02 x local multiplier'': x 1.50:- base cost per sq :.... $295.53 . .... : x:extreme weather ..: .x :1.15. total base cost:Per sq:'. $ 339.86 total replacement:cost$ 339.:86. x 1,740 sq.' : $:591,356.., +fireplace +..1:2,000: .... Final Total Replacement Cost $ 603,35.6. $55'11*933. round off to: $ 603356. Less: Depreciation 42% x .88 Final Depreciable Cost $:530,953. $:530,953, round off to: ..: $ 530,000. Subject Depreciable Cost Value 20 Final econci iation .. .. The.Cost Approach is the:only approach to value used.due to-the:instructions to indicate a deP reciable:value of the subiect.house only. The Income and:Sales: Comparison Approaches were:not used: Upon consideration for the replacement.cost figures, less-depreciation,the cost value for:the subject is: $ 5309000... . I- Subject.Deprecia.ble Cost Value. Respe submitted, 11 d ew . St ype NXSREGA#46000022831 .. ... . .. ... . .. ... . , I 21 -. .. i _. Part 3. . STATEMENT of BASIC AS.SUM.PTIONS &LIMITATIONS .... ... � i Statement:of Basic Assumptions &Limitations Assumptions &Limiting Conditions The appraiser will not be required to.give testimony or appear in court because:of aving made this appraisal;.unless:arrangements have:been previously made therefore. = .. . .. ... . Possession of this report,:or a copy-thereof,.does not.carry with:it the right of publication._ It may not be used for any purpose by any person other than the party to whom it is:addressed,.without'the written.consent of the appraiser; and:in any event, only.:- with proper written-qualification, and:only in its entirety: The distribution of the total-valuation in this report between.land and improvements applies onT pp y undex the:reported highest-and best use of the property. The allocations.of:value for land and:improvements applies only:under the reported highest and.best use-of the property. The allocations of value for land and improvements:must not:be used:in.conjunction with any other:appraisal;and are invalid if soused..: Neither all nor:any part T the contents of this report or co thereof shall be conveyed tot he:public through advertising,public relations,news,:sales or any other::- media,without.the written consent and approval of the appraiser. Nor shall the.appraiser, i firm;;or professional organization:of whioh the appraiser is.a:member be identified without written consent of the.appraiser: The legal description used in this report is assumed to be.correct. No:survey:of the property has:been made:by the appraiser,'and no responsibility is,. assumed in connection with such matters. Sketches in this report are:included.only to assist the reader in visualizing.the property. No responsibility is assumed for matters:of a legal nature affecting title to the property;nor is an opinion�of title rendered. The-title is assumed to:be good a nd . mar eta le. . . Information furnished by:others is:assumed to:be true,-:correct-and-reliable. A reasonable effort has been made to verif.-such information-,however :no-res responsibility tY :... for:its accuracy is assumed by the:appraiser. 22 i Part 3. Assumptions &Limiting Conditions- continued .. All:mortgages, liens, encumbrances, leases and servitude's have been disregarded; 71. unless so specified within the report. The:Property is:appraised as though under: : responsible:ownership-and competent management: It is assumed that there are.no.hidden:or un-apparent conditions of the property, subsoil,:of structures,which.would render it:more or less.valuable., No responsibility-is -.assumed for such:conditions or for:engineering-which:maybe required to.discover Isuch factors. .. t is assumed:that there-is..full com hance:with all a hcable-re ulations and laws,.., I � p. pp.. g.. unless non-coinpliance is stated; defined and considered in this appraisal report. It is assumed that all applicable zoning and use regulations and restrictions have been complied with;unless a non-confonnity had been stated,.defined and considered in . the appraisal.report. It is:assumedahat:all required licenses, consents, or:other legislative or. :.. administrative authority from,any local; state or national' or private entity or organization have:been, or can be obtained or,renewed:for-any use on which the value -- estimate:contained�in thisreport is based. It is assumed thatthe utilization of the land and improvements is-within theor boundaries.or-property. :lines of the property described and that there is no encroachment or trespass unless noted within the report. Environmental Disclaimer,- . .The value estimated in this.report is based on the assumption that the _.. _. property is riot negatively affected by the existence of hazardous substances or - detrimental environmental.conditions.; :The appraiser is not an expert in the identification of hazardous substances or detrimental environmental conditions. The appraiser's routine inspection of and inquiries about the subject property did not develop any. information:that indicated any apparent significant hazardous:substances or detrimental environmenta.con itions which would affect the property negatively: Itis possible that: j tests.and inspections made by a qualified:hazardous:substance:and environmental.expert:. .:: would reveal the existence of hazardous,materials and environmental conditions on or aro und.the:property that would negatively affect its value. 2.3 4'I 'A OR"g ..... ..... 'o 'N ZVI,A'Ai/;0 ly Ll 'fZ Z R- NOR. N' I-M Kit,sp "W" yyM g� -W5M" "T 6m 6F ;-v mv"," "IN rq I'M 4 1, 4g, �'�T�g "MR N ............. ...... ......... OSE 0,,Er ARSN S CLOCKS POND nx in ZqjL WETLANDS r 0 o P 11952 TUC- i wwfoJiwV-P CRES STOLL.DR. f LL ... Tn%.-j IFI k,. .. " w M�1101� =0 UR, I 9AM 'T y. MA 24..: ]7 : Continved .On.Map-No.20 5 -. - - 2'l � .� 1? n�v n.�.n a 1n,., � .. ." 30 OA .. .22 TER• t u t9 A 11 PO of .. ... .. ... Nam' 2t3 6112� .v lm. •CiE t9 � g5s 1 <I .. 22 O 94ioa 0 m 1 � � 34 01 . : :. .. E '4.7 ..tom e, .. .. an o 36. ,m 5.7 56 m a 8.3 .. .. m _ .. e. .0 74 4.13 ... :: .. .. 6 .. 3 4PCc) y4Plc.t s t`. e 31PlA .'ts 9+'"t 13.1 ` t 1L1 _ 4.hA .. 1 • 92 - t .. .. .. 7 .: ...,// 6 ... -_� 1 tt . 42-3 P10•71 / fit 171 m s _ BAY EAR: m /. . GR 2a. Yg p�m / � .. ' :L vaw.flamRWLwB .• SSWIAmlul No. .•. as �trYlk'i ������ � 6WnO,fEJw1tl5E.ALLPimpHi116 .� -. .. E - e+a.a�®a scb.in,ew.e.�a ua 2) wnaxTw�raia++n a.nacrs: NOTICE �+II . .. I 1 Sod Nn Fie IiYW[H --F-- Relw GYtil"en .(aj ... .. .. .O .. - --- sofoci A SR1Ei W.40 :MIUM'ENldMALTERAnm.SALE OR . .. E subC+timldLF.' omao:ammin o -- -- .. .. __ _ . ~�••—•�-t ...v. 4n4 LLn wwf�CYne Un .L1N1T." ..A.• N sm.mesr..e m`aamwa�m, .. —— —— um——A—— ' w�m"m osuu pM1xNNo, 7J. o..aa.. 121 A(d)'ar 1Z1A .. A—WkE Wl9iE\NtCR WTHo1 %R=NPERMI5 OFANY �O OFIHE Town Lb .. _._... �,� �___.. _ ._..... '——•-- w..vwvva.uq Pa a#10 Neighborhood: Map Client: : :: Louis'Nardolillo :Jr: i Propej Address:3850 Camp Mineola Road City _Mattitudk : .. Coun . Suffolk : =: State NY :,Zip Code 11952 I- Owner Louis&:Erin Nardolillia bb a lla mover ' :'..nretCdCdrm,eotcstatctetn�wla0y' ,.�..LL�.::' . .... .. -- .-- .. ..- ... IY 48 f ShorsAces res � Q r- • ' 4 fir? '- .•iI�,fN a -rack Me Subject l F 48 Old ;,' : t Mineola Road w .. }f�it�• :. .' �• 4l�.• �nlf• _.,. v•."1- .: ..0,.:� �!;'1.'�'YY, S ,M'�YNr }�C.:'t'r•'1 ,�fGA WYd�'• .. try. 4„.�",' �•�l '��.�..`�:.':P•A`��5' ..•/P^ WE ' 'h'iR`��.;�,��S.f;r�"':fr';.�'�.r�d!, �y f'{�:!.•;.r u,:. � m't"�„�,y:,ai, �i� s max- drturef='�filfia�GaurifrYd d. 'h � I 2Qp0,feet boPmt ,Bing 'aiaw.rFi�r,�a aem, �.ta�1• - ®2a.18;HEt�E;O2018 " rpnreUa i�erms ..Form MAP LT.LOC—"WinTO.TAL"appraisal:software by a la.mode,inc.—:1-800-ALAMODE." ®. �!f, s �5" � to 7 ' V pR' I N" TA . 3+. r r J I� • � � fir ,y .r 1 V' .• ./ - ...... Town of Southold,NV Tuesday,June 26,2078 ,. Chapter 28o: Zoning Arti cle'cle IV Low-Density Residential.R-4o.District .. .. . . Added 1-10,i 8 by L L No.1-1 8 .. .. . .. ... . § 28o-16. Purpose.: . The purpose of.the:Low-Density Residential R-4o:District:is to provide=areas for residential development where existing neighborhood characteristics,. water supply and environmental conditions permit full development.densities of approximately one:dwelling per acre and where'open space and agricultural.. - preservation are not:predominate objectives. -- § 280-17. Use regulations: .. .... .... In an R-4o District, no-building or: premises shall be used and:no:building or part of a building shall be erected or.altered which:is arranged, intended or designed to be:used, in whole or in part, for any uses except the.-following::: A. :Perm itted:uses: (i)..,'Same as.§280-13A.of the Agricultural-:Conservation.District;except that Wineries are excluded. .....[Amended 11-29=1994 by L.L.No.26-1994]: . B. Uses permitted by:special exception of:the Board:of Appeals. The following uses are permitted as a special exception by the Board of Appeals, as hereinafter.provided, and:subject to:site plan:approval by the Planning Board: (1): :Same as §:28o-13B of the Agricultural-Conservation-District, except that:a-child reWs:recreation:. camp,farm labor.camp and,veterinarian's office and.animal hospital are not permitted and bed= and-breakfast uses.do not require site plan approval.. (2) Libraries,museums or art galleries. (3) Conversiom of,existing,space to affordable residential housing. i :: 28 . .. [Added:i2-5-2017.by L.L.No..20-201 (a) Tenants shall be reserved to moderate-income individuals and famiiies who:do not have any .... .... .. ownership interest.in any other residence or vacant lot.Tenants must work or reside.in the Town :of Southold at the .time they::take possession. The-.eligible. applicants :.must be - registered in the:Town of Southold: Housing Registry, administered:-by:the Government_ Liaison Officer prior:to the commencement of any.tenancy;. .. i (b) .Converted space shall be-limited:to.:a maximum of six:moderate:income residential rental units. c As a-condition of the granting of a special'exception by the Zoning.Board of Appeals, pro perty:owners:must convert.said applied-for space to residential use.within six:months, rent the.:units at-a rate at-or below.the maximum allowable monthly:rent for:affordable ..... housing:units, and:maintain the excepted residential units as affordable residential shousing. fora minimum,period of eight years from the date of granting. --- (d) All converted-affordable residential housing:shall be subject to all Town and:county building code and septic specifications. (e) : All converted affordable residential housing mustftve at least:one parking:space per unit. (f):. The premises must;be located_:within a:designated hamlet locus:(HALO)zone. C. Accessory uses,limited.to the following: .... . (i) Same,as,§.28o-1'C. i g .of the A rcultural=Conservation.Distric11 t.. ..- (2) Same as§280-13D of the A-C,R-Bo,R-120,R-too and R=400 Districts:. .[Added 12-5-zo`17 by L.L..No.20-2017] § 280-18. Bulk, area and parking:regulations.. No building or-premises shall be used:and no building or.part thereof:sliall be erected or altered in the Low-Density Residential:R-4o District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,[']with;the same force and effect as.if such regulations were'set forth_herein in full. fij Editor's Note:The'Bulk Schedule is included at the of this c'liapter,and.the Parking.Schedule is in §28o-784;:: :: . § 28o:-ig. Accessory.buildings. Accessory:buildings shall be subject to the same requirements as§:280-15 of the Agricultural-Conservation District. i ... 29 .. - L: ZONING 280 Attachment 1 Town of Sonthold Density and Minimum Lot Size Schedule for Residential Districts` [Added 1=10-1989 by L.L.No.1-19891 R 40 R-80 R 120 R-200 R-400 A-C Residential Residential Residential Residential ,Residential Hamlet RR :RO Agricultural- Low-Density.. Low-Density Low-Density Low-Density Low-Density Density : Resort Residential Districts Conservation. (One-Acre) (T�6-Acre) (Three-Acre) (Five-Acre) (Ten-Acre) Residential Residential: Office Minimum lot size(square feet): 1-family detached dwelling Residential unit without utilities 80,000 :40,000: 80,000 :120,000 200,00:1) 400,000 20,000 20,000(vii) 40,000 Residential unit with community water NA.. NA' NA NA NA - NA- 20,000(vii) 20,000(,ii). NA Residential unit with community_water and NA NA T77- NA NA NA 10,000(xi) 12,000(xi): NA sewer 2-family detached dwelling 2-family without utilities dwelling.without =: 160,000(xii) 80;000.(iii). 160,000(xii) 240,600(v) 400,000(vi) 800,000(vi) 40,000(ii) , :40,000(ii) 80,000(iii) 2-family dwelling with community water NA NA NA:. NA NA NA' :40,000(ii) 40,000(ii) NA W 2-family dwelling with community water NA NA NA NA :NA NA 20;000(vii) 20,000(vii): NA and sewer .... Multiple dwelling unit or townhouse' Multiple dwelling.or-townhouse,without: NA.. NA NA NA NA N 20,000 NA'. NA utilities Multiple dwelling or townhouse with NA :: NA NA NA -NA NA: 20,000 NA 3 NA community.water . Multiple dwelling or townhouse with NA NA NA NA . NA : : NA 10,000 . BA' NA: ... . . .. ... -community watei and sewer... . Motel,hotel or conference center ggest unit Guest unit without utilities. I &A :: NA :. NA : NA . NA . .. NA ' NA... I 6;000 ' NA. . Guest unit With community water NA NA. NA NA NA: NA NA 6,000 NA: . Guest unit with.co-Unity water and sewer:. :: NA NA NA NA : NA ::_ NA NA '..4,000 NA Nonresidential use(as permitted)' T7se with or without utilities 8%000: 40,000 80,000. 120,000 :. 200,000 400,000 :.. NA 40,000 : 40,000 KEY: NA=Not applicable. NOTES: 'Roman numerals refer to applicable column in the Residential Bulk Schedule..Where no Roman numeral is indicated,refer to the district column in the Residential Bulk Schedule. Z For multiple dwelling,hotel,motel and/or conference uses(where permitted);this table refers to minimum lot area per unit.Refer.to the Residential Bulk Schedule for,total lot size,yard and setback dimensions;for the applicable district,unless more-restrictive requirements are indicated in the text of the chapter. s[Amended 8&1-1989 by L•X;No.14-1989] 280 Attachment 1:1 05-01-2006 ZONING .. : . 280 Attachment3 Town of Southold Bulk Schedule for Residential Districts [Added 1-1071989 by L.L.No.1-1989] . Column No: i ii iii iv v A vii x ffi e - R sidential Unit 2 Family Where Detached Community Dwellings Water and in R-80 District A-C R-40. . 1140 R-120 : . R-200 R-400 HD RR RO;. Server Available District. ... Minimum requirements for 1-family detached:.... ': .... . .. • dwellings' Lot size(square feet) :.- . . 80,000 40,000 80,000... 120,000 200,000 400,00 : 20,000 20,00.0 40,000 10,000 160,000 Lot width(feet): 175 156 175 200 270: 270 75 75 150: 60 "276 Lot depth(feet): .:: : .:.". 250 175:_ ;:2.50 300 400. 400 :120 : .120 175.:. $0 400' Front:yard(feet) 60 50 60 60 60 60 35 35 50 30 :- - 60 W Side yard(feet) 20 15 20 :30. . 30 30 15 15: l5 15 30 Both side yards(feet) 45 35. . .. . ..45 60 60: 60 30. 30 35 30 60 Rear yard(feet). 75 50.: .75. 85 100 100 35 35 50 30 85 Livable floor area(square feet per dwelling unit) 850:• . .. 850 850 : 850 850 $50 850z 850' 850 850 850 :Maximum permitted dimensions: :: :'. . Lot coverage.(percent) :" 20 20. . .. 20 10 5.: 5 25 ' 25 20 : 25 10 _ Building height(feet) 35 35: 35: 35 35 35 '35' 35.... 35 35 .... . 35 Number of stories 2%z 2%z . . .. .2'/i 2'/z 2'/z 2%z 2'/z 2'/z 2'/z 2%z NOTES: :.. . . `See text of chapter and.Density and Minimum Lot Size Schedules for,applicable districts. Except one bedroom or studio.in multiple dwelling may-have 600 square feet.Minimum floor area maybe reduced:up to 200 fot moderate-and/or lower-cost dwellings.. 'Except one-bedroom or studio in multiple dwelling may-have 600 square feet. 280 Attachment 3:1 os-01-2006 "LOC'- .,1P r, �r Sg- -- BE --.IFT-- 3Y - GO- Subject: 3850 CAMP MINEOLA RD Suffolk, NY Community: Southold (0813) Map Number: 36103CO482G Map Date: 5/4/1998 Map Index: 36103CIND1, 36103CIND2 The subject property 3850 CAMP - MINEOLA RD appears to be within 500-ft of a flood hazard. Flood hazard certification is recommended. �a �10a� �neola East EX{ended � Gat�np M O a. pie oG�a 00 Flood Map Legend Zone V low Zone VE Zone A gait eke�.n Zone AE Y_ Zone AO Zone AOVEL Zone AH 9A. Zone A99 co Zone D Zone AR -_ - Zone X500 Zone X Zone 100IC Zone 500IC Zone FWIC Zone FPQ Zone IN Zone OUT Zone ANI Copyright © 2000-2004 COMPS INC. � Zone UNDES f , 1 • 1 11' mode, Op t d Slehje+rt , 3850 Camp Mineola Road s fD f984- T.t-Atlm,FA.oajp7; J�J13 fJigi!al3{i.a:J 3rjl-J�I2i{=,J 391 LI:"rvi!4�rl�raiion Tauns Pa a#9 :Building Sketch Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road city Mattituck County Suffolk' .• State NY ...Zip Code 11952 Owner Louis&Erin Nardolillo _ .. . .. .. . .. 24' . 24' 20': .: ".Office Bath : .. . Bedroom "' - „Bedroom N N Porch Dining: Kitchen .. .. 12' 20' a Bedroom; Bath :r' Famil Y Living 24'.. 2nd Floor 12' .P ch . �. or Foyer " Den Subject Dwelling 12' ist Floor 24'. I :Toru saemn ny"ia moqa,m°• '' Area Calculations Summary - q... 3CalculatioeiD`etails^ First Floor, 1164 S:f :._•_; .. q R' ., ..,_ .....__,._.F. _ .,., ..• ..42 x:24 1008: 13 x 12= 156 - Second Floor -. :' -' "' 576 Sq ft - - 24 x'24= 576 - Total Living Area(Rounded): -.1740 Sq ft ' s- _. ",t Tc1171 ivy `:`i,xt: :.'r•.g -.u1-, ,ra:= �,�.•.n .. Non;llvin`gArea r- ,;4°7:a�it ,,• 'gt, i ,...,,.�._...,. _.,._.,....�..,...=,o-.a ,:•,'.::' -.f. _ :�.. ...._.,._.. -,...,.,.n..,._.. ...fat.•-- �..., _,,. � m-4',ti:�:.. Open Porch 260:Sq°ft 33 x 20 260} :Open.Porch 120Sq it 12 x 10= -120 34 Form SKT LT,BIdSkl—"WinTOTAL"appraisal software by a:la mode,inc.=1-800-ALAMODE :04/29/2003 12:11 2126450380 DAVID 13ERS_ARC-iMCT -PAGE 02 N4 N 2003 12:11 ,2126450380 _. DAVID.BERS ARCH11WI. I'Abt. 0d L LAND NOW.OR FORMERLY OF AND:NOW OR FORMERLY.OF W 7ACQUEUNE'M.'FEDNYAK ROBERT J.BERGAMINI, RAYMOND E.FEDNYAK MARGARET M BERGAMINI, II, _l 00• , .o,sCHAR !� MARY E,S A CAUL&: N 8.V 10,00 . Ic Mom_ MARY E.CAIN ��}}e: E s, Q 4Q�' I�IXiB ,,,� Op YU'S.�'..0 fi pppME .GARAO£ ... .� ... ... ^ .. .. _ .. GARAGE . 4R. Z 5.04°49'00": rn rn0 cD �' wli = m� NOTES: �. .. ERL -1 a b �g'� LAND NOW OR FORM Y F ... FN0.7'W .. EDNA BEIRNE' C7= iNEW PORCH AREA a 2M.S.F. MEOGE''0 6 di MICHAEL E.SEIRNE ' 2 STORY NEW ROOM AREA=.168 S.F. FRAME stMaY EXISTING CONSTRUCTION N - WEWW. NEW COVERED PORCH N R5 VEW LIVWq BOOM EXTENSION �� REMOVE EXISTING STAIRS EN ON 4. r, M -vEW STAIRS W �. 1 �88,5 .�per( w , x6oF{6,u 5 Y .. Z, NO NOW OR. 03 62 .. FORMSRCY OF. e " CHARLES F.CAIN: pz �NG &MARY E.CAIN. 7EOF WAM8 K R•8 -'�- .' w. —�— 1 SURVEY• I"zo .. ... ... a ... 35 ��o�aSUFFQtKcoG Town of Southold 3/16/2017 P.O::Box 1179. 53095 Main_Rd Southold;New York 11971 CERTIFICATE OF OCCUPANCY Nor 38859 Date: 3/16/2017 THIS CERTIFIES that:the buildin ADDITION/ALTERA.TION Location of Property: 3850 Camp:Mineola Road,Mattituck _ . SCTM.#: 473889 Sec/Block/Lot:, 123.-5-18 Subdivision:. Tded.Map No. . Lot No.. - conforms substantially to the Application for Building Permit heretofore Sited in this:office dated. - 4/10/20.03 pursuant to which Building Permit No. 29462 dated ..:6/6/2003. was issued, and:conforms to all of the requirements;of the applicable provisions of the law. The occupancy for which this certificate is issued is: -alterations and additions,-including,front and:rear covered porches,-to an existing one tanuly dwellni;'as flied-for . i The certificate is issued to Norman Waniback :of the aforesaid building. . SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 29462 3I9/2017 . PLUMBERS-CERTIFICATION.DATED.- - Wh*ri ed Si stare 1 � ju -` Town of Southold 3/16/2017 �oS�FFOLotr k�P� 53095 Main Rd 0 Southold,New-York 11971, Of PRE'-h1XIISTING CERTIFICATE OJF-OCCUPANCY No: 38859. -Date: .3/16/2017.. . . THIS CERTIFIES:that the structure(s)located at:: 3850 Camp-Mineola Rd,Mattituck SCTM#: 473889 See/Block/Lot: IA-5-18 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements fora built prior to APRIL 9;1957 pursuant to which CERTIFICATE:OF OCCUPANCY.NUMBER Z- 38859. dated .. 3/16/2017 was issued and conforms to all the requiriements of the applicable provisions of the law. The occupancy-for which this.certificate is issued is:. one:family dwelling with concrete and bluestone patio and accessory wood frame ame garage.'" Notc: BP 29462 alterations/additions, inchiding front and rear covered porchmCOZ-38859 . j ' The certificate is issued to Wamback,Norman (OWNER) of the aforesaid building: SUFFOLK COUNTY DEPARTMENT-OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. : - PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT: ... tl ori?cd Signature 7 .39 BUILDING DEPARTMENT TOWN OF SOUTHOLD" HOUSING:CODE INSPECTION REPORT LOCATION: 3850Camp Mineoland,Mattituck SUFF.CO.:TAX MAP NO.: 123:5-,18 SUBDIVISION: NAME OF OWNER(S): Warriback,Norman OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Wamback,Norman . .. . .. ... .. DATE: "3/16/2017 ' i DWELLING: #STORIES: 1.5 #EXITS: .5 FOUNDATION: oured concrete/block:-- CELLAR: partial.:- CRAWL SPACE:::_: partial : p -_-- BATHROOM(S): 1' ' TOILET.ROOM(S)_:_ I :UTILITY ROOMS)-.:' :PORCH TYPE: DECK TYPE: .--PATIO TYPE: concrete/bluestone BREEZEWAY: FIREPLACE: 1 GARAGE: DOMESTIC HOTWATER: Yes. :TYPE HEATER: -indirect:. AIR CONDITIONING: TYPE HEAT: .. . .. oil WARM AIR:" HOT WATER: cast iron radiators #BEDROOMS: 4 #KITCHENS: 1 BASEMENT TYPE:• unfinished OTHER:. .. ACCESSORY s'rRUCT1)M: - GARAGE,TYPE OF CONST:.. wood frame. STORAGE;TYPE OF CONST:. SWIMMING POOL: GUEST,TYPE OF CONST:: a OTHER: VIOLATIONS: _ Violation: 8 x.10-accessory shed does not-require a.Building Permit or a Certificate of Occupancy but needs a minimum setback of 5'from.the lot line.in the rear yard, REMARKS:. . INSPECTED BY:.. JOHNJ DATE OF INSPECTION: 12/2:1/2016 T1ME:START: 9:20am END: 10:25am C.ollection:.Town&County 2017.. Fiscal Year Start:12/1/201.7 Fiscal Year:End: 11/30/2018.... .. Warrant Date::12/5/201.7 Total Tax Due(minus penalties&interest) $0.00 I Entered. _:: Posted :: Total Tax Amount Penalty Surcharge Via Type :5/24/2018. 5/23/201.8 $3,84627 $3,846.27 $0:00 $0:00 :grid Installment Payment=Bank Payment 1/5/2018 12/29/2017 $3,846.27 $3,846.27 .$0.00 . . . $0.00. 1st Installment Payment-Bank Payment Tax Bill.# SWIS Tax Map# Status 0.15926 473889 123.-5=18 Payment Posted s unicipality School 3850 Camp Mineola Rd TOWN:OF SOUTHOLD Mattituck School Owners Property_Information Assessment Information: Nardolillo Louis A Roll Section: 1 Full Market Value: 544554.00 Nardolillo Erin A Property Class: 1 Family Res Total Assessed Value: 5500.00 420,Bray Ave Lot Size: 025: Uniform %: 1.01 :Laurel,NY 11948 Percent . Description Tax Levy Taxable Value Rate Tax Amount Change Suffolk Couri Tax 5429,7505 :0.0000 5500.000 10.06800006 $104.87 ty. YS Real Prop.TaxLaw: " 673228 -68:9000 5500:000 :6.13400000 . $33..74 MTA Payroll Tax 67597 2.3000 5500.' 00 '0.-61900000 $3.40 . Out of Cty:SCCC . . .1:50626: " 31.6000 5500.000 1.37800000 $7 58 .. Southol.d:Town Tax, .32961410 ... : 1.8000: 5500.000 304.86300000' $1,676.75 Mattitack School.. : .: .. :: 35641831 .. 0.0000 :, 5:500.000 889.90500000 $4,894.48 Mattituck Library 14142.43 2.5000 5500.000, 61,54700000. . :: $338:51 Mattituck F) : 1984237 2.7000 5500.000 84.01500000 : :: $462.08 Mattituck Park 283000 =32.7000 5500.000 11.97200000 : .. $.65'85 Solid Waste District . 1998649 10.2000 5500.000 . 19.14100000 $105.28 ... Total Taxes:$7,692.54. 4 . 1 I IIIIIII illl IIIII I�UI IIIII IIIII IIIII IIIII IIIII IIII IIII .. .. . IIIMIIIIIIIIIIIIlilllllll . , .. SUFFOIK COUNTY CLERK . REd,ORDS OFFICE RE ORDING PAGE Type of Iristrument c. DEED Recorded: 05/10/2017 -' Number of Pages:- 4 I . . . At::. ::02:13:'38 PM Receipt Number 17-0079542 ::TRANSFER TAX -NUMBER.: 16-3033 y IBER: D000129.12 P District: ' Sections.. G . .. Block: AG E: 053 Lot: 1000 123.0'0 05000 01 .000. .. EXAMINED CHARGED AS FOLLOWS Deed:Amount::: .Received'the Following Fees For. Above Instrument Page/Filing 00 Exempt.: . .$20.00 NO .: .00 70 NYS- SRCHG COE $5 $15.00... NO ..- EA-CTY $5.=00 NO EA-STATE :TP-584 $125:00 NO $5.00TO:: Notation 0:0.0 NO Cert.Copies $0.-00- td0 RPT. $200.00 . NO Transfer tali $0.00 1T0 Comm.Pres $12,300.00 NO Fees 'Paid $12;695.00 TRANSFER- TAX NUMBER: 16-30333: .. ' THIS PAGE.-IS ,4L PART OF THE :INSTRUMENT. THIS IS NOT:A BILL ITH A. PASCALE' ; ounty Clerk, Suffolk County li sm , .42 . `r 1 F2 Numberof.Fages 2017 MayE11002D33t38 pM JUDITH A. PASCALE' " CLERK OF This document will:be'poblic SUFFOLK COUNTY L DOD012912 recerd..Please remove all Social Security Numbers i DTa 1e-30333 prior to recording: , = Deed/Mortgage Instrument- ' Deed/Mortgage Tax Stamp Recording:/Filing Stamps FEES70 . . Page/Filitig.Fee, _ nnMM_ Mortgage Amt.1. Basic Tax .Handling .. 19Q. 00 -- 2. Additional Tax TP-584 _ 2 Sub Total Notation Spec,/Assit. .or. EA-52-17(County)_ F Sub Total - Spec,,Wd. EA-5217(State) �' S TOT.MTG.TAX: . 7� �y,� Dual Town_Dual ounty _ R,P.T.S.A: v_ °Z� Held for Appoin ent Comm,of Ed.' 5.::00 : ransfcrTax Affidavit + Mansion.Tax it The propt:tty covered by ttiis:mortgoge is Certified Copy .: will b d b or wi a impiove y a one-or two .NYS Surcharge 15.. OD :, al L f Gj� family dwelling only. Other _ Sub Tot -- � ES or NO 2 Grand Total' '. 3 If NO,see appropriate tax Clouse on page# of this instrument.. i O .=03 4 Dist. :_ :. 17013666 .1600 12300 .0600 oie000 ';DODO 5 Commtiaity.Preservat�iyon:Fund 'Real Proper, T Consideration.Amount$Zlos II. R DTY A fIDINhll ' Tax Servi, P S ... .. ... .. .. . Agency .. CPF Taut Due). $ �1�j 300 Verification 25.APR-17 —- ------�.I Prove �pol 6 Satisfac[ionslDischarges/12eleases LW'Property_Owne'rs Mailing'Address .RECORD&RETURN TO: .. Vacant Land Martin:D. Finnegan.,Eaq. TD Q Twomey, Latham, Shea,,Kelley. Dubin & quartararo, LLP TD P. 0. Box 9398 Riverhead, NY 11901 TD Mail to:Judith A.Pascalt3;Suffolk�Couiity Clerk 7 fiHe Com an Information 310 Center Drive,81Wrhead,NY 11901 Name: Fidelity national Title I www.suffolkcountyny.gov/clerk . ' 103584-BUFF 8 Suffolk. Count' Recordin &_ Endorsement:Pa e DEED This page forms art of the attached' y P.B P made b : (SPEC * TYPE OFtS-TRUMENT) NORMAN WAMBACK .- e pre ses herein is suuated m. . SUFFO�K COUNTY,;NBW YORIC. _ TO ::In the tWN of SOUTHOLD' LOUIS A. NARDOLILLO and ERIN A. NARDOLILLO In the VILLAGE - - MATTITUCR or HAIv4 f of BOXES b THRU 8'MUST BE TYPED OR PRINTED dN:BLACVI INK ONLY PRIOR TO RECORDING OR FILING. i i it `. 43 I. . : BARGAIN AND SALE DEED WITH COVENANT AGAINST•GRANTOR'S_. ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYSTU FORM 8007 _ "CAI 11ON.MIS AGREEMENT SHOULD BE PREPARED BY AN Ah'rORNEir AND REVIEWED BY A7TORNQYS FOR 5fiLLQR AND PURCHASER BEFORESIQNING. THISINDENTURE,made the day of A r-i( 2017 between �..! NORMAN WAMBACK residing st 3850 Camp Mineola Rd:,Matdtutk;NY 1}9s2 party of the first part;and.. :.. LOUIS A.NARDOLILLO and.ERIN A.NARDOLIt LO,tivaband and wife, " residing aY420 Bray Ave.,Laurel,NY 11948 i. party of the second-part, ' WITNESSETH,that the:party of the first part,in consideration of Ten Dollars and other.lawful , consideration,14wful money of the United States,paid by the pa} -athe second a does.here . . . . part, by gmnt and . release unto the party.of the second part,the,heirs or successors pnd assigns of"the party of the:second pert. wq forever, .. ... ALL that certain plot piece or parcel of land,with the bilildings and_1inprovements.thereon erected," situate,lying and being at 1Nattituck,Town of Southold,do untylof Suffolk and State of New.York. SEE SCHEDULE'A';ATTACHED H13"TO ANDM DE'A PART FIEREOF Being and intended to be the same:premises as:described in dee' made by Elizabeth Wamback,surviving tenant by the entirety of Theodore C.Wamback,recorded 10/19/2001;iiber 12148 Page 208, 1 TOGETHER with all right;title and Interest;if any,of the paitylof the first part in and to any streets and roads abutting the above described premises to-the center lines there04 TOGETHER with the appurtenances and all the estate a'nd rights.of the party oft he;fiist part in and to said promises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and pe th of ns an.i g a rty of the second pan forever. AND the:party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way 4atever,except as aforesaid.. . AND the party of the first part,in compliance with Sect ion 13 of the Lien Law,cotenants that the party' — of tha first part will receive the consideration for this conveyan and will hold the right to receive such 11 . consideration as a trust fund to be applied:first.for the purpose o paying the cost of the improvement and Will apply theaame first to the payment of the cost of the im roverit nt,before'usin an-- p g y part of the total of the same': for.any other purpose. The word e .. party"shalbbe construed as if it read"partie�"whenever the sense of this indenture so requires. IN WITNESS WHEREOF.,the of the first a" party part has duly executed this deed the day and year first ' above. written: .. :. . 011 NORMAN WAMBACK NYSBA Residential Rai Esints Fatms on NotDocs*(y100) Copyright Capsnrto Development .. . .. :44 r-tuuiiq NationaX'Title Insurance Company TITLE N6.F16-7404-103584-SUFF ' SCHEDULE:A;1:(Description) Amended 02/06/2017 :. ALL that certain plot,piece.or parcel:of land,situate]lying and being:in the Town:of Southold":County of Suffolk,State of New York'described and bounded as follows- BEG INN ING at a point on*the.northerty:side of Camp Mineola Road distant 186,52:feet westerly from the corner formed j by the intersection of the northerly side of Camp Mineola-Road with the westerly side of.Camp Mineola Road_ and said begin riir►g_point being the southwesterly corner of land now or formerly of Edna Beirne and Michael:E.Beirne; RUNNING THENCE. along the northerly side of Cpmp Mineola Road.South 70 degrees 00 minutes.00 seconds'West, 103.62 feet:to land now or formerly of Charles F:Caih and'Mary E.Cain; THENCE along land now or formerly of Charles F.-Cain and Mary E.Cain North-4 degrees 49.minutes 00.seconds West,-.. 140.66 feet to land now or formerly ofJaajueline M.IFedynak and;Raymond E'..tpdynak; THENCE along land,now or formerly of Jacqueline[k1.Fedynak and Raymond E.Fedynak the following two courses and distances::: " f 1)North'85 degrees•10 minutes.00 seconds East,50.610 feet; -2)North 85 degrees 15 minutes 00 seconds East, 50.00 feet to land_-now or:forinerly of-Edna.Beirne-and.Michael.E. . •Beirne; i i THENCE al on now or formerly ofEdna Beiro .and-Michael E.-Beirne S6utlr4 degrees45 minutes 00:seconds East, .. l 1-3.55 feet to the northerly side of Camp Mineola Road and the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment.411 insure the title to such buildings and improvements on:the premises.which by law constitute real property, FOR CONVEYANCING ONLY:Together with all the r*ht,title and interest of the party of the first part,of in and to the land lying in the street in front of and odJairiitig said premises. SCHED ULE A=F(Descripti on)' Rev.(03/04) W. .. - .. _ .. .4:.. - ::fit, •.-w�ri , 45 {: . . . STATE OF NEW YORK ) i COUNTY OFSUFFOLK J I On the 3--day of, p+�• in the year 2017;beforeMe,the undersigned personally appeared'' " Norman Wamback,personally.known to ma or.proved to me of}the basis of satisfactory evidence to be the individual whose In is subscribed to the within instrument anp acknowledged to ine that he executed the same in his capacity;that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted,.executed the.instrument. :' ...... ... .. I I NOTARY PU LIC: RO 25e_ . .. .. R08ERr DEMESH .. .. .. .. .. .. ' Hohvy Puhllc SUb OINew Fbtk ,- - - - - - a10E5035117.Suffolk CouMr - Ctmlmlacion Expires 00,61kr 24,2018 - ,- DEED Title No. Section 123.4 Block :05001 WAMBACK Lot 01060 - : County'or To> n SUFFOLK To - i NARD OLILLO Retu By Mail To: Martin D:Fiuneg'n,Esq. Twomey,:.:Lath all, Shea,:. Kelley, Dubin & Quartararo,LLP P. .Box 9398 -' Riverhead,NY 1.901 Reserve This Space For Use Of RecordingOffice . NYSDA Residential Real Esuwo Fon on HotDoc-,(9100) .:CopyNghfCopaoam Dovelopmcnt I i 6 OR COUNTY USE ONLY - V4TRU•`►WgRP•6Y17•P0P•WSfww..orpeLay..nyvt: (xtln+or.eTaeero.n L �/(�. �// I onloea Red P(aPtx1y Tax sstlrvlon o>LImo«I /r!X 9 / ,�'1C4.P%*: . .' RP-:5Z17-PDF. :: i ... PR0pommPO1Nb1T1ON : - .. . Rwr Property Tro"W"R.PM MQ) t,rr.p.IQ 3850 :. i lge.tlert •ITR"v rl. Southold "' Matt ttick . .br..tmtr. . ,. _ .. 10 .. .. .. 52 Nardolfllo NNW � '-I -mcaw. .. .. •wrwrur.ruR .. .. - . Nardolillo ' . .. Erin A. m+.ammu hr3ut..hnbA"TOr Yrr.nb.uN: .. .. .. .. . ... -■onwa.n 6rryRad3ryrtl prMnndfam) ,ryr„„u------ � . .. .. .. .. .. .. .. rerr..r� .. mrcnwme.Norrr .. ..orrataR• .. .. .. .. .. .. . .. .. RIB' " LbM.ert.nYrrLbraAw.nan . Roll pltr.rr arrlbrrraUntwe 1 raP.wr on- .�PW1d. pdyRhR.lar..yCM.bwVrg4ryr; . Prri p1lr.mtih Low .A sl eaaMmNra4o+a... .-� mnrrcr 7i .•otn.r QR �. J¢emtM>l.rt Alprol.l tt� O'. � Rr7rirbr7lrrM. Namback:. .. .. N : .. .. .. ... .. .. Px P.r.d 6rbrlw-m umpnoo Y ... •wrrw. Mir— _ 7.YMetlM.tlrcr�Wro Mtlahwokwu.YlyiarM/,i. :. .. ChrbrMYvrMMnrwynow.:- A.Om f-wifly � LNtnr coniN:ilan.n.YoAlyd .' .. ilALP/oPwVLdDWd.wrr u .a.Wft . ... ... �fOiDtrRrolw.0rrlorriuMlbl - tti M - .. .j.'.nprloiltrlaYM.'.':: P4rrryhi.r .. ... ... . t ellr.l.nrrrw. awl r�ltrab . I ..... . wsw.eaoseoa. 12/22/2Q16 :1:' A.USn rrwr.iw� rart::.:" BL U.brbbrllRYrr ar..r.ln Mlnw . .. .� .a ordtlr�r..Y+No.OrNr .. -. .. . •tsgpal111rRMyhr 3' /7 - awr.orarrl:aR.nR..ev.or>�..rw..ua •tLtutr:r,rrio. 165,0O0..(q. � � awM.MpTr .. aalorr.cwcn.ro. Pr.pwq .IMbfu ir7 trUaru . .. Iruer.wb.nMtu.l.p.nn prMH4bpr.pwylrcAMrtp pwrrW P.P.tr• - I H.W.dfb�.YYcYRtlln arYpllr - - i .. Thapi rirl.ryblrbltrmdorS dlrrPr.PrMTwpo.tl,,atMwurtp.md I.OtlwUnwYr oOonNeLyaY.P.r Rpry/eMwr).. ... .. .:' r••�Vgr.f.11wMrp�.erwHnri.tndbfM rrrM.IrW.toMr.enmt .."".:" � J.Ndr.'... .. .. .. ... urrwbtlt.nbrapr...r r.r.glnbwbw.w. .00' 1LYiraArrrsr R�liw tMrkit lrinnrrhrY.yT10 16 YE1W�Irwwdthbu 5,:500 •-1L PmpwV Clr. 210 .. .. .. .. . ' - - 7L !�+• Hattituck-Cutchogue ' .•1..TYa.rPrtl.,wUipywkl...rpg0►.w+brar,.woar,rnrarr■1 - - 1000-123.0045.00-015.000• -• •_, ,•• ,_ .. .I .. .. . ... .. Ip.Oh 41I.,C�.w�aMrIW1®r1.Y wrtlYle4 in nrrwl�arnct -/Me.�tavl - utE wdlPdm4ntl Wttlw bYLydmYMM .. ... .. ... .. ... hrrtRdwtdwrrY*reMrN.twyr.trtr.Yrrpalr�.nlMwnM lr�nYM.bpr R�� b+d) .+rp eayawmtwunm. . 77JI0R r�aaon>,►bn.rrn.rw.rwmraAr, .. - ... .. ... .:91DT8 NOIMTQI of i l7 :.:,.:grin Nard b,; Erin A .. •rwrwtr _ ,n'n?iiew 3 OJI 11 727-2180 1�'rNUMNL:arw.a.t .. 4?0 BLav-A.o_ .. .. .. -- •RSRnu1r11 •fnrr\T,w� _ ' Isurol. - NY "']1948 - . i .. Cl�A172m11E1C .. • Finnegan,I.Enq. Mertin D.. i 727-2.700.. .. .. .. .. .. .. :. .. ., .. i { �. .. .. .. .. .. .. - 47 P e#2 Subject Photo Page Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road Cq Mattituck County Suffolk State NY Zi Code 11952 Owner Louis&Erin Nardolillo Subject Front a i� Subject West Side Subject Rear 1- i 48 Form LPICPIX.DSS LTC—VinTOTAU appraisal software by a la mode,Inc,—1-800-ALAMODE P e#3 Subject Photo Page Client Louis Nardolillo Jr. Propaq Address 3850 Camp Mineola Road Ci Mattituck Coun Suffolk State NY Zi Code 11952 Owner Louis&Erin Nardolillo Subject East Side a lip r H W' Subject Family r i 9 yY Subject Foyer 9EAC r i 49 Form LPICPIX.DSS LTC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE P6 a#4 Subject Photo Page Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road Cq Mattituck County Suffolk State NY Zip Code 11952 Owner Louis&Erin Nardolillo Subject Living I ` Y L 1r lY' VYY N +f 1 Subject Den A Subject Dining N 1 50 Form LPICPU(.DSS LTC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Pa a#5 Subject Photo Page Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road C Mattituck County Suffolk State NY Zi Code 11952 Owner Louis& Erin Nardolillo Subject Kitchen Subject Kitchen Ii Subject Full Bath #7 y r is M r \\i l . 5� Form LPICPIX.DSS LTC—"WinTOTAL"appraisal software by a la mode,inc,—1-800-ALAMODE Pa a#6 Subject Photo Page Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road Cq Mattituck County Suffolk State NY Zip Code 11952 Owner Louis& Erin Nardolillo Subject Office f•� 1 /r 1 r Subject Bathroom #1 r t Subject Bedroom #1 52 Form LPICPIX.DSS LTC—"WinTOTAL"appraisal software by a la mode,inc,—1-800-ALAMODE Pa a#7 Subject Photo Page Client Louis Nardolillo Jr. Propaly Address 3850 Camp Mineola Road Cq Mattituck County Suffolk State NY Zi Code 11952 Owner Louis&Erin Nardolillo Subject Bedroom #2 Subject Bedroom #3 , r w Subject Oil Tank 53 Form LPICPIX.DSS LTC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Pa a#8 Subject Photo Page Client Louis Nardolillo Jr. Property Address 3850 Camp Mineola Road City Mattituck County Suffolk State NY Zi Code 11952 Owner Louis&Erin Nardolillo Subject Hot Water Tank Subject Basement . ry 1 tl Subject Electric Panel 1 l d: SF � F Y �/MAI 54 Form LPICPIX.DSS LTR—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE so CERTIFICATION BY THE APPRAISER: .. . . :I hereby certify that I have.personally inspected the property that:is the .. su Ject of this appraisal:report. ;: atto thebest of my knowledge and belief,the statements contained in the appraisal herein set forth are trueand the information upon which the opinions .. . expressed therein:are_baseci:is.corfect;:subject to the limiting conditions therein.set forth.. The reported analyses opinions and conclusions are limited onl to the p y reported assumptions and limiting conditions and are my personal,:unbiased professional analyses;:opinions and conclusions... I have no present or prospective interest in the property that is the.subject of t is appraisal report,:and I have no personal interest or bias with respeetto the . parties involved, - ... My compensation is.not;contingent on an-action or event resulting from: the analyses, opinions or conclusions-in, or the use of,this.;report. : :::: My analyses, opinions and.conclusions were developed,.and this report has been prepared in connection with the standards and reporting requirements of.. . the Appraisal.Foundation New York State and the Uniform Standards of Professional Appraisal Practice. .. .55 ... .. .. QUALIFICATIONS OF:THE APPRAISER I, Andrew D,,$type,NYS:Certified General Appraiser#4600.0.022831;:age 69, - certify that.I:have been in the appraisal business for fair market value since 1971.. Since that time I have completed over.3,750 written, certified real estate appraisals for residential;properties, farm properties, lofs;:and business properties. . = ype Realty Inc. (formed in 1998) � I am currently the president of Andrew St formerly Stype Brothers Real Estate, Inca and I have been in-this position since 1983. .-. II The business was-purchased:fr.o' my father; Val. Stype;who had started the real estate and appraisal business back:in 1964. -I have personally engaged in the purchase and sale of real-estate on the east end.of Long Island for investment. This experience:has helped me to determinemarket:value. Currently; Andrew Stype Real ty Inc. is an active sales office involved-in the sale of all types of residential properties;farm properties, vacant land and commercial property. We maintain a full-time sales office;-and in addition; offer consultation-and management services: :Currently our office covers Calverton to Orient for:sales and the towns of Southold,:Riverhead,Brookhaven, Southampton,,East'Hampton.and.Shelter.Island:for. appraisals. . As of the date of this report;I have completed.all educational:requirements for the current license term which expires 2/6/19: ... ... 56 --I QUALIFICATIONS.-continued ... ..: . m New York State Licenses,.Designations; Memberships New.York State'Certified Real Estate General Appraiser since 2/6/95.. v Idebtifi6ation.#.46000022831. New York:State Certified Residential:Real Estate Appraiser since:12/2/91 • :License#0691. Member Columbia Society of Real.Estate Appraisers: . • Member of the New York,State Association of Real Estate Appraisers • 1VIember of the Suffolk County Board of Realtors o Member of the:Hampton and North Fork:Board of:Realtors.: • Designated Approved'A raiser;by Suffolk:County Real Estate.:Department Pp •:: Licensed.Real Estate.Broke"r..1.980 • Licensed-Insurance Broker 1972 . Lic .. .. ensed Real Estate.Salesperson since 1:971 . . • Past Boar :of Director Eastern Suffolk Board ... ... . ... • : .Past Board-of Director Suffolk County Board of Realtors. �. Designated Approved Appraiser:Town of Southold ' :.: - Member-Long Island:Board.of Realtors' MLS ... . ... S7 QUALIFICATIONS—continued-Education.. • Successfully Completed28 hours continuing education— Income Approach, Cos tA. pproach;.USPAP, 1/15/1:1. • Successfully Completed Art.of the Addenda 11/1.7/08 • Successfully Completed Appraisal Trends 11/22/08 q. �.. Successfully.Completed 7=Hour.USPAP Update 10/17/08 Successfully Completed.FHA&:VA;Appraiser 10/3/08. • Successfully Completed New York Fair:Housing 9/15/08 Successfully Completed.7 Hour National USPAP Update Course.10/26/06 • uccess y Completed 5.;Hour Fraud Acts Course:1.0/27/06 • .:Successfully Completed 3 Hour Ethics Course.—LIBOR 12/9/04 • .:Successfully Completed 7 Hour National USPAP Update Course 11/17/04 Successfully Completed Appraisal:Standards-of Practice and Ethics 5/2/02 .Successfully.Completed Residential Real Estate Investment 3/14/02- - ... ... • Successfully.Completed Residential Construction.Course.l l/7-14%2000 .. .. Attended Report Writing.&.Analysis Semi ar.2/1-2/5/99 • Attended.Argus Commercial Software Seminar 1/99 • Attended.Discounted'Cash Flow Seminar 12/97 • .:Successfully completed.course 420 Standard of Professional Practice Part B on .. • Successfully.completed course 410 standard of Professional:Practice Part a on' -- 5/1.1�/96 Successfully completed G-1-Introduction to Income Property Appraising 6/4/94 • Successfully completed G-2.Principles of Income Appraising:6/11/94 QUALIFICATIONS—continued—'Education:.: Succ,esgRilly completed.G-3 AppliedIncome Property, Valuation 6/18/94: .... Attended New URAR:Appraisal Report Seminar-a 0 hours 12/21/93 Completed seminar income approach sponsored by Appraisal Institute 1992 . . • .::Successfully completed N.Y:S:Residential Real-Estate Appraiser certification-- requirements December,1991 • Successfully=completed.SPP profe.s ional:practice course November 1990:. ... . .. • - Successfully completed Society of Real_Estate Appraiser -SRA course 102 October_1988 Successfully:completed Society:of.Real Estate Appraisers SRA course 10.1� February 1988 ..:: - • .:Completed seminar in real estate sales sponsored by N.Y.S.'Assoc: of Realtors 1985 :. • Completed seminar in real.estate management:sponsored by Eastern Suffolk Board:of Realtors 1983 • - Successfully-completed Part.I Appraising.Real Estate at Southampton College: . -:1.981 • Successfully completed Part II Appraising Real estate.at Southampton College ... ... 1982 • Successfully completed Continuing Education Course in,accordance with N.Y.S., • icense laws.1981 - • .- Successfully completed.Real Estate:License Law Course 1979 Graduated Burdett Business College -Degree in Accounting 1971- i Consultation and Appraisal Work Townships of Southold-and Riverhead • New York Telephone- • Richard A: :Winters, Associates •. Suffolk Count y:Water Authority. • The North Fork:Bank&-Trust Co. • Southold Savings Bank • Suffolk County.National.Bank • EAB .. Long Island:Savings-Bank • Household Finance Corporation A Lenders Service Inc. - • Suffolk County Department of Real Estate • Relocation Services Residential Mortgage Bank, Inc..: . . • Biltmore.Mortgage,Corporation • Wickham, Wickham;:&Bressler-Attorneys ... . .. = = Scheinberg, Scheps, DePetris and.Depetris-Attorneys Charles Raffe.7,Attorney: • aminiti&:Gibbons:—:Attorney. 0 . Twomey, Latham, Shea&Kelly-Attorneys- .60 i . .. .. .. .. . a i .. ... ... Consultation and Appraisal Work—continued . .... ... .. • Bridgehampton National Bank �. Vi age of Green-port • Centerbank Mortgage Bank • Nature Conservancy • Case Bank • Flatbush Federal Savings - ... _. _. • Par East Mortgage •. Pecomc Land Trust • Pindar Vineyards .. • Hargrave Vineyards ... Peconic Bay.Vineyards. .. •:. Jamesport Vineyards ..: • Duck Walk:Vineyards . Gristina Vineyards Pugliese Vineyards • Village of.Sag Harbor: • Southold High School-. Riverhead High School: • Town of Southampton ... Galluccio-Estate Vineyards 61. —I Sherwood House-Vineyards • argon Vineyards • Founders Vineyard • North Fork.Preserve • Route:48 Vineyards • Tuthill Vineyards i i ... 62 (2018). 1 .J a � S fFaL� % 4DING DEPARTMENT- Electrical Inspector CO TOWN OF SOUTHOLD 5 Wn Hall Annex- 54375 Main Road - PO Box 1179 :o • ��g 2 Southold, New York 11971-0959 &phone (631) 765-1802 - FAX (631) 765-9502 1 ® roger.richert(-town.southold.ny.us APPLIG�RTION FOR ELECTRICAL INSPECTION REQUESTED BY: �(F,-n f Date: Company Name: 01MIVIUM Cas c r c Inc. Name: I6c1 TI+ License No.: ME email: plallnumead1 Ca Address: kfAZ&&1s eo 9OUTNOL0 Phone No.: &31 - & -2 Ve JOB SITE INFORMATION: (All Information Required) Name: 2 iD L 1 GCO Address: 3 g Sa Cq iNE6Cl4 M-417 uce- Cross Street: Phone No.: Bldg.Permit#: 4� g q email: ea 5 cn Tax Map District: 1000 Section: Block: "S Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /L'% Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) y: Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls Scott A.' Russell ,��° �' S'7C'OIKMIWAUMIK SUPERVISOR ' �j z I��1[A\lam A\GfIEM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 (� 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O . Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 112018 (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOU OWING. Yes No (CHECK ALL THAT APPLY) ❑9A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square-f eet of ground surface. ❑E6 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[TC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑D(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[!fF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236,does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witlb your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. $. 19t Date: btrict NAME: Tom Samuels 123 05 18 5/7/18 mn Section Block Lot 631. 37 4 6405 FOR BUILDING DEPARTMENT USE ONLY"** Contact Inforttiacloh ` 8�//77 Rrepemr Numeral /� _ !;/t�'� Reviewed By: / r \1 — — — — — — — — — — — — — — — — Date+ Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 3850 Camp Mineola Road Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Mattituck, NY Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 owr!dy Ovner,Desig.Professional,Agent.contmtor,other) — — n� I' 1: 123 5 18 (yz' Stormwater Management Control Plan CHECK LIST NAME Tom Samuels set tion Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. , V—PM Date: The applicant must provide a Complete Explanation and/or Reason for not providing 7346405 5/7/18 all Information that has been Required by the following Checklist! gFWM Tfh{—%.t-. 1. A Site Plan drawn to scale Not Less that 69 to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. X c. Existing-Natural&Man Made Features within 500 L.F. X of the Site Boundary as required by§23rr17tCm. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. == X Shall include but net hp limit-a-* e. Limits of Clearing& Area of Proposed Land Disturbance. x == ' f. Existing&Proposed Contours of the Site Minimum z intervals) 0 x spot elevations , g. Location of all existing&proposed structures,roads, Wire Backe4 Slit Fencing,stabilization driveways,sidewalks,drainage improvements&utilities. X 0 Seeding of expose and/or Inactiftsoffis. h. Spot Grades&Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. no swimming pool I Location of proposed Soil Stockpile Area(s). X 0 k. Location of proposed Construction Entrance/Staging AreaW. X 0 1. Location of proposed concrete washout area(s). x 0DRAINAGE INSPECTIONSARE REQUIRED M.Location of all proposed erosion&sediment control measures. 0 2 Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to captum store and infiltrate Backfill' OR Provide.EngineeKs Certification on-site the run-off from all impervious surfaces generated by a two(21 inch Xge has been installed to Co rainfall/storm event_ rgorgnmm 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. X b. Construction Entrance&Site Access. x existing site entry driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0FX-1 d. Leaching Structures (e. .infiltration basins,svalms etc.) **** FOR ENGINEERING D RTME T USE ONLY*�°* Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - ® Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM 0 SWCP Check List-TOS MAY 2014 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 o LLC ( LL D May 8, 2018 MAY - 8 2018 Southold Town Building Department Dk'��TD!.['GL7':!':T. Main Road TOWN OF SOUTHOLD Southold, NY 11971 Re: Renovations &Additions to the Nardolillo Residence 3850 Camp Mineola Road, Mattituck, NY 11952 SCTM# 1000-123-5-18 We hereby apply for a Southold Town Building Permit for the Nardolillo Residence. This project includes renovations and additions to an existing house. There is no net additions of bedrooms, and the existing sanitary system is to remain. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped CONSTRUCTION DRAWINGS 3. Survey 4. Storm-Water Management Work Sheet 5. Storm-Water Management Control Plan CHECK LIST 6. Two (2) stamped SITE PLAN (for Town Engineer) 7. REScheck Version 4.6.4 Compliance Certificate 8. Application for Certificate of Occupancy 9. Elevation Certificate Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, . Tom Samuels Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 o RCRG I R\ July 23! 2018 D t JUL 2 3 2018 Southold Town Building Department Main Road Southold, NY 11971 WELDING DEFT. TO%WNIT CF FOUTHDI.D Re: Renovations &Additions to the Nardolillo Residence . 3850 Camp Mineola Road, Mattituck, NY 11952 SCTM# 1000-123-5-18 Attn: Amanda We are in_application for a Southold Town Building Permit for the above referenced project, which includes renovations and additions to an existing house. In response to your request for additional information, attached please find: 1. Appraisal of existing structure 2. Bid Proposal from North Fork Woodworks You will note that the cost of construction totals less than 50% of the appraised value. This documents that the project is not a technical demolition, and that furthermore it qualifies for a waiver from FEMA compliance (although height of the finished first floor exceeds the minimum required). Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, -kwma . Tom Samuels, RA 0 DATUM N#D 1988 0 LOT COVERAGE- TABLE Q SITE AREA TOTAL: 12,-701 sf 08 0 M=j STRUCTURES PROPOSED PERCENTAGE HOUSE: 1,401 sf II.0C1901 z AGG STRUG: 4-71 sf 5:719/0 POROHE5: 460 sf 5.62% 0 DEGIGS/STAIRS: 164 sf 1.2 TOTAL: 2,504 sfC) ou LOCA-TION MAP o � z OC X"T UVIOF IIJ: W S1 Z MATTI CK4'' Z e 06 Z. W) �0 �. PARS J �• o � �' '� Q O Oy � Y x GREAT PECONIC BAY w J• 12 Z Z a t aZLL nW• c=i � w �, W. N = n? DRAINAGE CALCULATIONS Cn C• AREA OF-RESIDENCE (DW-A) DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-A) U5E (142 )FV U. FT. DIAMETER x 4' HIGH POOL (1) 8' X 4' STORM DRAIN RING = 1&5 GU. FT. mmi PROVIDED REQUIRED 168 GU. FT. > 5"7 GU. FT. OV N E W ro�'N F 018350'\ � T PROJECT NO: 1708' DRAWN BY: UT CHECKED BY: TS; DRAINAGE INSPECTIONS ARE REQUIRED DATE: Contact TOS Engineering at 76S.1560 before 3/23/1 Backfill, OR Provide Engineer's Certification SCALE: that the drainage has been installed to Code. ' 1 10 - 0= SHEET TITLE: EROSION&SEDIMENT CONTROLS SITE Shall include but not be limited to: PLAN A well maintained Construction Entrance; Wire Backed Silt Fencing, stabilization A §@@ding of exposed and/or inactive 5@11§, =TAILS SHEET NO: APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN -Town ode Date: s Approv d y:' f ff • ''ara�xgal�yi'u:ae`iiaa�ftf'c'=;t �.y �+,YPy'i9s�.....��:c,. c;`isa`.','a'«i%a'`.K.:4wr'i; • 10 00 E • -rxYr :x.,.,, :t:..a w r:',r_':rn=%':ar �:.k :.:4 ,;_ :•.:.r: — • �� yen qti:N-�,.4it:`x:..Y S��s!, .�K'k��.4,';j'u.jy t.t$`�yCG f?i2h.':e.�..:^t' h,y.1;,�. • � • _� • t:�l !:1Y,,4P"Agi�,i.• .. •/,,. . tt':�Y-�y."•CI:::'��'!• t•h'e :� . . • i,,"���.;e' �fi�",a;:: .� ';x=✓r'tia:;i�t sw`zd"`��a•:-xo^:°;-c � •m:i, ;�.f :t-A«re :=,jai;a.t�,,e-�:a�'a.r:�Nv^:.:'a':a.,ne:•,•.::a:.z�:{:.';�`.';r:%Sr �••• � j�;ti� o5:ccu :'s: .aaxY a:.s.; r;f��:i:e:-:%•r �i::+:�i L • YR Pi.�lY•t13.!:� :I` u:.:4.i: .£ rw` 1 en^n�: • / �' t'n'4:.: i'fi'.•,{ :dr NLf%".,yr �:YtN b?'..!„':-: i °t.' D \ \ IN, / vtre t-i•�•I ll llli I! •/`~ •St'.•:is`C y:pi:l"t''..�fi r^i .r :.i,"> 4!L.�:�_."-} / p1I ll lill!i 'l w ` :Fe-r: '' I I II'I' :• / `1/ ,IIII II II 1111 �v A�"': •4,`ppiw-.;� :�j:°mrc`�,�r�✓ ley""I{ / / 11I'ltl li ll ll11111 iAk•7 i'tr".+.IIC'SF n� .'" ':1.'., • C/ `/j 1!II Iliil ji'lllii •:fro -.'4�t� 'fyd�+na r.�f� t�.Pr�. • \ / / / � I j I I l 'Ili l 1 I'•I ,_¢YE)v�Sl vj`i",'••Y ^.,`..i':��','.s a St3:�ti�•Y'f°y:i`v�. \ / / � II!III I I �rYn�_"}�j'(:��r.`S., v'ft,:. .�• :,II EX15T III `_'= / I I lI 'UlPECK - jl{ i ; �IIIiIhi I , : rl� ' t III LU r L ---- C5 . ..:............. _: U .......... r. ' • .................... .. I ............:........::: 1. _._....._.... _.. I , E p I ... I 1 , S:.s:Y;'4`. y.}e•+ i�:. 'I."f.l.:.w i.3 ,M s••4',. r�r}Y{:t.•�t'v3,.4 r4f':t.°�_ .'�i!' nZ]• �''/�!)•���'�.:1yT :,.�i .:e:N<Zv' Y.:7.JJ:,:n11Yx/u;:h'.a^tii'r..:i}�, iiS"_4•�a; :1•I:I 1 • • :.t% •�}'•t:,;{;Y 4 4N'.�S: sY.,:: .'}JI�R:•: ,.,y•; II � 1 Yx'Y,'e 1' 'I i ! 1' D I y�ll I �x:. I ! l I I �I II 1 I 1 - Et I I I 1� I 111 1 a^ 'I I ,rt:n:::• 'I 1.{ I q III I I' 'I I! I I K I I , I.I '1!I I t �11 1 l I It I I ,[ •-Sr,a 1 S�1 I t 1 1 r 11 III it. I11 t... ;�P�•, R l i I I I't 1 1 a.I 1 1 ,t2!m i I ! I 'ij I! 'I i l'i'I' 1111'I ' I" 11 InIII� t 'IItV t _,. -:�r. .,Y:�.A ,''•,>t>:-' : y-s _ ! III II,!' il,l ! I ' 111 .I s;' :i:, p•g^,ti^:l+rK•�: r'� t•'ECd=.-,.' erux... 1 I _ I I I I I vqr I I: i 1 a�- II • 1 1 +l 11 1 1' II ( ,I 11 I'11 1 1 1 I 11' 1 1 )r'43 J.:✓.+ .tk.i —°a,'/'»�p 1 I 11 1 1 1 I' 'i 1 •r-..y 6.Y Il Il 1 1'11 li il'1 tii .I III. 11 •1 11 �ri=: :i:'. I'I I, 'r �Jr.�' �sC'• 1 I' { 1 { I' I I ,l I ll I i I lil ;>x I I I' 9•_ 1,, I r i 11 'I 1 I' ill I is I1I:ili, I 'I' 1 it 111. 1�1 1 'i.li' 11 11111,. 1 ll " i' ,11 I I I I - I 1 I .-ate I N II1'lll!!Itilllll; ;il,ll'1 $,�;:. - ^•Y-r"'•'-t^�y�'Ei.:,:):y. III' s,�''iL;at'�,t1'Y:� •s5�' •M..r n�a.i�'•��1..... :.(�Sp.Y lil 5 1 • I L J _6 I � _ 3: .SJST• I 1 ,:S ?.tit••:dYr.¢� ^va!+^5 5`��av .t2 s�'t "f •F"r,"•(: -i,t%uv :{G;r Hr 13'•YiLA ,�xr.l'°�%'. S�,"v `iaJ'.'3,'li3r''x•.,,'aYtT%dP', y..� .�:^.'I,n-.,,a.X}�• Y .iiZ."Y".��.�';u i� `f. .t +i:"+:,.pS: •k "4 rvr'9 K, t • :y ':i>•-`1''�'+h �,� •:{.,e°4'�n�n In��^ nt6'rS�.,.s+„�^i r1y.J�ti'"v:''`i.>:�Y:'+'tih'�"E.=-: H;f t. E 'k e• ,r. - Y"r• _ _ _ _ B -Y /W n .p NG .. -- __ _ - _ +emu. _ __ t?S- - x - :r I� 51= I •i' .X r�•'IJ t H` { '��''��{yy{::.��..�� ___ __ - - ___ -- �'%✓'.c'.t'•;,,i i� :: x d::ix'.» +�§'"F� ,xr,. i'a:,R:^a• ,.tJt.t„. .�FY •t: - _ y.t,.. v:f•:ti-•,.'t.;Y 4 y 'W. ai�:• :S«hCS!. =:eiX'^.. ^.>i....,. `:"Y'r+ti:�."a, ..). ..fir•. *t• • - et u3 �{ G„ '.r..0 M1 R• .1' tom:A. n� r na^ .YAM.,..• .1`tiv: t GH 411 t ••� e HAD ON #:a �u �•� a a':A R" AND •s A;�':. t{ 000,0 t-r'• , rx • ,i;Yw a RED ..; .... .. ...¢ . ..r .. .... ....:..." ..:.-::.. .. • ^t' t I-. r. R: • 1 V- tJ. f •tJ': O' �Yy�..i.�V'r`'•i Z _ r 2 `X 1 oo 4000,00 0 6 -1`STI NGr• R°Ll( � X _ N .......... IN_ 11.1 ,.. PROPOSED .1 NEIN SECOND _ OND FLOOR R p A, • D 1 `,1 ,4 171 T ION v, - 0 ,Oro ie • 0 0 Er`Yv EX 15T O 5 P y+j,a 0 W,4L KINAY`:. IO FILTER CLOTH MIN. BELOW GRAVE � Imrrm n -1 A & J SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CERTIFY TD: • 0 20' LCMIS A. NARDOLILLO. ERI N A. NARAOU LLD. SCTM# 1000 -123-5-18 FIDEUT`� NATIONAL TITLE INSWLRANCE SERVICES, LLC. AREA= 12,701 Sq.ft. 0.29 Acres. CITIZENS '?TANK. Nit, ISAOA, ATIMA. ■ =concrete monumptlt found t NOW OR FORMERLY NOW OR FORMERLY JACQUELINE M.FEDYNAK MARGARET M.BERGAMINI RAYMOND E.FEDYNAK ROBERT J.BERGAMINI CHARLES CAIN roof stk.fen MARY CAIN save 0.5:s N 85010'00" E 30.00' N 85015'00" E 50.00' 08 s°'1 e 1'0 roof _ _ i•8� save clf V stockade fence 8's r' .8'e 0.3's stk.fen 1.7 0.3'w 0.5's �! 1.7'a 0.2'w o frame 1.9'e shed s�i�Ojb o°acF 10.3' frame c w aV garage , I v,3 a CD Qa ver wood 8�• \ hang deck 0 lean-to I I 2.0'e 0 0 m 4.2' p 18.2' C ?. 0 roof 1• save o " 0 f i I save' 0.9'e ►p frame y — — — — � I 0.7'wl �° Q shed w � I i i � � O CO 12.3 v slate&concrete O 4' patio I i o •o / L -_ m i a o stets wood'I I a �c 0 m a s fe 9 0.5.w /ste s '0 24.2' 18.8' 3 0 M* Z o 3=� 37.0' oa MDSOv� / mED m0 m vmi-n ��20,0' operi pove�h I rn m O55 Dn 0 r00�OVef I rn rn Z Z 12.1' 2-story N N a, R con refs 0, ps frame house s epsc Iy � I � I V � 12.2' � O o d rail road „ ro fo er o I I 0.3se W s open p rch o N b24.3' 1.0'e 44.6' 18.8' I = a e epe I9 0.7'w 3 O 0 slate walk v N fence oE3 0.6'n a,�, I a I 'v road ties on line ' n 0.3' a � e 2 103.62 i s �000"� ROAD ®F , I INE�LA CO ,oNN GAL CAMP UNnuMORREOPLTEMTxN10RA M0NroTMbsu1NEV ISANOUTN)NOFSECTI0NTA90FNEWYOWfGTATE IAW �PN80=.ZU RVEYIMP NOTBENUNO TNELWO9URYET0 EE e SEALEXALLNOTBE CONS10EREDTOBE Y AVAIID aOPY.OUARNrtEE90RCERTIFIGTN)xb WD1GTE0 HEREON NID OIIRHR O`EMNFTO TXERECONPMf/DOYENNSU NFMN.PAOENCYO 0�'i�® �� ANDLFNOWG WSTRURON U9iE0HERE0NNu ,ANOTO THE A9810NEE9 OPn1ELENDIN01NbiITUION OUARANIFE90RCERnFlGT10NEARE FRASLETOAOOfRON ESM0 UTONe OREUeEEOUENT OYINERb.UNDERG0.W NO U1NR EB N10 POIE LOCATIONS ARE NOT e�Rifb ANWORGMbbURFAOEETRUO W JOH GALLACliER fC`WA�'EWON UWiECOPOFDNtENOTGGPA!RF£OUNIEee PHYeIGILY . EVIOENTOxTHE PRELUEE9 ATTNEnME OF 1HESURVEY.THE OFFEEf N SURVEYOR Dm+ExslDx sxorm neREON FRaM TXe aTRuauREe ro THE PROPFIxY F`OEARnE`EP�ECRONOfFEXCEb:RETAW w ORENCE DRIVE rams.PAnoa rwmxo ARENs,Aoomoxs ro euluawGs AND oTxER "ND0.SIEwsNOFEAEENENfe ORRM•HfbOE�MIAYKFE�01WE 0`t1Us MANORVILLE N.Y.11949 PItWERlY.THE .O AEORDBW EOOAOMANONAP90EW -874-0400 ERDT AR. SURVEYED: JANUARY30, 2017 (631) REScheck Software Version 4.6.4 Compliance" Certificate Project Nardolillo Residence Energy Code: 2015 IECC Location: Southold; New York Construction Type:. Single-family , Project Type: New Construction Conditioned Floor Area: 2,268 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction-Site: Owner/Agent: Designer/Contractor: 3850 Camp Mineola Road Lou and Erin Nardolillo Tom Samuels Mattituck, NY 11952 420 Bray Avenue Samuels and Steelman Architetcs Laurel, NY 11948 25235 Main Road Cutchogue, NY 11935 -631 734 6405Compliance: Passes using UA trade-off, Compliance:. 5.2%Better Than Code Maximum UA:' 268 Your UA: 254 Maximum SHGC: 0.40, Your SHGC: 0.15 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. LI-Factor UA Ceiling 1: Flat Ceiling or.ScissorTruss. 865- 30.0 '7.0 0.028 24 Ceiling 2: Flat Ceiling or Scissor Truss 308 30.0 7.0 0.028 9 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 226 19.0 7.0 0.035 8 Floor 2:All-Wood joistfrruss:Over Unconditioned Space 1,176- 19.0 7.0 0.035 41, Wall 1 1st Fir North:Wood Frame, 16"D.C. 324 19.0 7.0 0.041. 1-1 Window 1:Wood Frame:Double Pane with.Low=E 8 0.450 4 SHGC: 0.19 Window 2:Wood Frame:Double.Pane with Low-E 8 0.450 4 SHGC: 0.19 " Window 3:Wood Frame:Double Pane with Low-E 11 0,450 5 SHGC: 0.19 Window 4: Wood Freme:Double Pane with Low_ -E' it 0.450 5 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Wall 2 2nd Fir North:-Wood Frame, 16'o:c. 271 19.0 7.0 0.041 10 Window 6:Wood Frame:Double Pane with.LoW-E 8 0.450 4 SHGC: 0A9 Window 7:Wood Frame:Double Pane with.Low-E 8 0.450 4 SHGC: 0.19 Project Title: Nardolillo Residence Report date: 05/01/18 Data,filename:\\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Nardilillo\Energy Page 1 of '2 Calculation:rck = _ Gross Area Assembly I or Cavity Cont. U-Factor UA Window 8:Wood Frame:Double Pane with Low-E 8 0.450 4- . SHGC: 0.19 Window 9:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 7. 0.450 3" SHGC: 0.19, Wall 3 1st Fir East Elevation:Wood.Frame, 16" o.c. 173 19.0 7.0 0.041 6 Window 11:Wood Frarne:Double Pane.with Low-E 9 0.450 4 SHGC:0.19 Window 12'Wood Frame:Double Pane with Low-E 9 0.450 4 SHGC: 0.19 Wall 4 2nd Fir East Elevation:.Wood Frame, 16"o.c. . 242 19.0 , 7.0 0.041 . 10 Window 13:Wood Frame:Single Pane . 9 0.450 4 SHGC: 0.19 Wall.5 1st Fir West Elevation:Wood Frame, 16" o.c. 170 19.0 7.0 0.041 5 Door 1: Glass 59 0.450 27 SHGC: 0.02 Wall 6 2nd Fir West.Elevation::Wood Frame, 16"o.c. 242: 19.0 7.0 0.041 10 Window 14:Wood Frame:Double Pane With Low-E 7 0.450 3 SHGC: 0.19 Wall 7 2nd Fir South Elevation:Wood Frame, 16"o.c. 28.1 19.0 7.0. 0.041 9 Window 15:Wood Frame:Double Pane with Low-E 7. 0.450 3" SHGC:0.19 Window 16:Wood Frame:Double Pane with Low-E 7 0.450 .3 SHGC:0.19 Window 17:Wood Frame:Double-Pane with Low-E 10. 0.450 . 5. SHGC: 0.19 Window 18:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 - Window 19:Wood Frame:Double Pane with Low-E .10 0.450 5 SHGC: 0:19 : . Window 20:Wood.Frame:Double Pane with Low-E 7 0.450 3 SHGC: 0.19 Window 21:Wood Frame:Double Pane with Low-E 7 0.450 3 SHGC: 0.19 Compliance Statement. The proposed building design described here is consistent with the building plans,.specifications,and other " calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. . ame-Ti e-- Signahke Date Project Title: Nardolillo Residence Report date: 05/01/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Nardilillo\Energy Page 2 of 2 Calculation.rck L STORMWATER POLLUTION PREVENTION NOTES GENERA n PERMANENT STORM WATER RUNOFF CONTROL MEASURE C/y C 6ad SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: (�� " p P 1 n � k 1. Installation of temporary erosion control measures (silt fence barriers), see detail 2 SCTM # 1000-123-5-18 2. Excavation for a new building foundation (+/-3 ft below finished grade) , ` 3. Construction of a new foundation PROPERTY: 3850 Camp Mineola Road 4. Construction of the new addition to the residence STAGING AREA NOW OR FORMERLY �1 Mattituck, NY 11952 LU 5. Installation of on site drainage structures (permanent storm water runoff control measures), see AND PROPOSED JACQUELINE M. FEDYNAK EXISTING SHE ' OWNER: Lou and Erin Nardolillo detail 1 CONCRETE RAYMOND E. FEDYNAK 6. Installation of underground piping from gutters and downspouts to the drainage structures La Bray Avenue 7. Filling and grading of soil above drainage structures NOW OR FORMERLY WASHOUT AREA Laurel, NY 11948 8. Installation of new landscaping plants, lawns MARGARET M. BERGAMINI 50.00' TEL. # 9. Removal of the temporary erosion control measures ROBERT J. BERGAMINI E • CHARLES CAIN 50.00' N 85 15 00 EXISTING GARAGE � SITE DATA " Site Area: 12,701 SQ. FT. = 0.29 AC. MARY CAIN E SITE: ... 12,701 sf = 0.29 ac ' Emm" 0 N 85410 _ a AREA" Receiving Waters: Peconic Bay — frame Contractor: N/A .—..- garage - � '" ZONING: R 40pre EXISTING STRUCTURES TO BE POLLUTION CONTROL MEASURES REMOVED Y td�-� W In accordance with the provisions of the Town of Southold,chapter 236, storm water management and // \ / A FLOOD: AE-6 erosion and sediment control measures including, but not limited to, the following shall be employed during �•� • < /� EXISTING PATIO ZONE _ U Ibs ' Z construction: IN, // / EXIST ON GRADE SURVEYOR: John Callacher, LS, LLCM , S A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved I — --I \ \u U< DECK 54 Florence Drive I(i'Ylr''1V means) and shall remain undisturbed. I I PROPOSED NEW ENTRY Manorville, NY 11949 B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of EXISTING STRUCTURE L — J rn DECK 631 874 0400 time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written TO BE REMOVED I DATED: X permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the -- - =`^'C / U3 DATUM NAVD 1988 use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation N 0 service recommendations. PROPOSED NEW ADDITION — —-' -1 7C P LOT COVERAGE TABLE C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as TO EXISTING RESIDENCE z I �11 • 0 sections are completed, or if construciton on an area is suspended, the area shall be seeded I I I — 0 EXISTING SITE AREA TOTAL: 12,-701 Sf immediately. WITH CRAWL SPACE I 11J — - RESIDENCE a. Seed preparation -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. (NO BASEMENT) ce I — r'i b. Soil Amendments o• - — ——— STRUCTURES PROPOSED PERCENTAGE 1. Lime to ph 6.0 FJ -up HOUS E• 1,40cl sf I 2. Fertilize with 6600 Ibs of 5-10-10 or equivalent per acre(14 Ibs/100 sq. ft.) PROPOSED NEW COVERED � � J� �— , � NOW OR FORMERLY AGG STRUC: 4-11 sf 5.-71 c. Seed Mixtures I I 1. Temporary seedlings PORCH ADDITION TO I U -= -1._ -}- .� EDNA BEIRNE PORCHES: 460 sf 3.62% a. Ryegrass (annual or perennial) @ 30 Ibs. per acre(0.7 Ibs per 1,000 sq.ft.) EXISTING RESIDENCE P I 101MICHAEL E. BEIRNE DECKS/STAIRS: 164 sf 1.2q% 0 b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre(2.5 Ibs per 1,000 sq. ft.) us TOTAL: 2,504 sf I cf.-71966 winter rye if seeding in October/November. 2. Permanent seedlings-See Landscaping plans PROPOSED NEW DRYWELL I .� = YA CK C) Q D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall �jETB 3. (4 X ) FOR RAIN WATER :v 5 IL be diverted awayfrom cleared slopes. "' !'I' , r EXISTING RUNOFF FROM COVERED J � � :: � �K; �,�;� ' SECOND � O L C A T I N M .E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or *v, ,ti,;;, ,, ", drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of PORCH ROOF SEE DETAIL 1-1 DW ,!�r/ . > s � 1=LOOR i �'ii '! Dill 1 ✓ t Z construction and shall be maintained until construction is complete. � ssr tacroN.rs � y F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked ✓ r ,',;..�r ;,, `. l..- EXISTING �4LU onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. TEMPORARY ER05ION SIDE f" . Any sediment tracked onto public roads to be removed or cleaned on a daily basis. CONTROL MEASURES I —— Y % :T ENTRY G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets ,�. • ,� x SI PROPOSED SILT FENCE _ _ k PORCH installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. T.: -: Z MATTI CK H. Appropriate means shall be used to control dust during construction. DURING CONSTRUCTION ISM Up L �� x 'n�F • :X, m n I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems SEE DETAIL 2-I Y fi,�D shall be cleaned and flushed as necessary. IDE {k* Y y O "�"rruca caaa � x J. The contractor is responsible for inspection and proper maintenance of erosion control measures. SET�AGK Inspections must be performed eve seven calendar days and immediate) after periods of rainfalln;;�<T? X P p every LIMITS OF GLEARIN measures are to include but are not limited to cleaning of greater than one half inch. Maintenanceg recharge basins, sediment traps and drywells, cleaning and repair of AND LAND DISTURBANCE I z sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. +/-�,SOO 51= • :;- K. During construction, the contractor will comply with all local regulations concerning the disposal of solid "P IR A r `, , Tu F � � ` Ca Z. waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system I EXI�.�TING X >' CD 'I-�.� regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of ;`> ` ' .+. RESIDENCE r;a'h : yl F ' > cn Q• M EXISTING COVERED PORCH �-•� � par '� dumpsters to control the buildup of debris.The contractor shall periodically clean up any debris TO BE DEMO ISH / EXISTING r. x M accumulated along the temporary fence and empty the dumpsters regularly. L ED { �' J �• ° 0 O l v X { Q Z6 I / up _ , — • — X 15T I NG STAB I L I ZED C� c�'{$ "x, GREAT PECON C''BAY W _J 3 The contractor will report an required modifications to the necessitated b field conditions or PROP05ED NEW SECOND ;x w z W x p y q Y I / RIVEWA CONSTRUCTION ` t W w construction activities to the Engineer/Architect for revisior of the SWPPP where appropriate. FLOOR ADDITION / , — c c a z — A �! ENTRANCE n, y r A k a N to 0 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 2 2' ®RAIN M Construction materials shall include concrete wood forms, building lumber and associated metal Ex1sTIN6 COVERED AGE CALCULATIONS res prefabricated building components windows, ENTRY PORCH attachments, precast concrete septic/drainage structures, p g p doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), �T z AREA OF RESIDENCE DW-A All< .terio lighting cn co gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. �� 0 -� DRY WELL AREA x RAINFALL x insu led,r placed or • L RUNOFF FACTOR Waste materials shall include demolition materials from the existing building structure, unused building �� re ai 2d sh: ,l conform (DW-A) 342 SF x (2/12 FT.) x 1.0 = 5-I GIU. FT. F -materials and products, trash from construction workers meals and drinks. Project site shall have a is •, USE: (1) 8' DIAMETER x 4' H16H POOL it Chef :er 172 dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a � �3.62 (1) 8' X 4' STORM DRAIN RING = I68 GU. FT. ""f AD C '1'Co c • PROVIDED REQUIRED private carting company. EXISTING I68 GU. FT. > 57 GU. FT. NOW OR FORMERLY PARKING ��C !j PROPOSED COMPLY WITH ALL COD S OF ��®F r'���'Yo CHARLES F. CAIN AREA / NEN APPROVED r NEW YORK STATE & TOW COD s,� -AS REQUIRED AND CONDI ONS F TOP OF EXISTIN6 MARY E. CAIN NOTED �e GRADE SECOND CAST IRON FRAME AND COVER s r � FLOOR DATE: � TO 6RADE (AS REGU I RED) 1' B ADDITION FEE: • Y: NOTIFY BUILDING DEPARTMENT AT . TRAFFIC, AFFIC, SLAB OGaT ONS 0�00 EXISTING 765-1802 8 AM TO 4 PM FOR THE �;S �r _� fy LA LOCATIONS) •S PO FOLLOWING INSPECTIONS: v- w ti WALKWAY FZ0 1. FOUNDATION -.TWO REQUIRED PROJECT NO: FOR POURED CONCRETE ' 1708 • �� 2. ROUGH - FRAMING &' PLUMBING 3. INSULATION OCCUPANCY OR DRAWN BY: UT 4. FINAL - CONSTRUCTION MUST USE IS UNLAWFUL J - BE COMPLETE FOR C.O. ® ® ® ® ® BASIN DRAINAGE A nP ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFIC �TF CHECKED BY: ('. `V` REQUIREMENTS OF THE CODES OF NEW TS e% 3 min 2 23 ® ® ® ® EK ® ® v WIRE FENCE W/ YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DATE: } ® (� ® ® ® ® ® ® ® �' FILTER CLOTH DESIGN OR CONSTRUCTION ERRORS. ® B ® ® 1� ® E ® ® SAGKFILL SCALE: 3/23/18 MATERIAL TO D!aAINAGE i"3srECTio•.'^i ME REQUIc7l, ELECTRICAL „ _ ® ® E9 BE GLEAN SAND Centact TOS En-ineerinn at 765-15�o"fore INSPECTION REQUIR 3 1 - 10 - 0 AND &R,q� SURFACE ® I� ® ® ® ® ® ® ® FILTER CLOTH MIN. DRAINAGE Eackfill,0F1 rrcvli,�ErEr-'-icer's Certificatlon SHEET TITLE: 6" BELOW 6RADE� FLOW Ort th^e"ra'.nr-*hes b;tn inr ailed to Cod^. d- z TRUSS PLACARDING REQUIF :D � GROUND IN,4TER - - - - � �,.� � SITE � H r-nd duct •�orl: FLOOD ZO��E � � PERMANENT STORM WATER iL t tingrequired• � � PLAN RUNOFF CONTROL MEASURE � TEMPORARY STORM WATER CO'.'.?'LY WITH CHAPTER �>� RUNOFF CONTROL MEASURE FL�OT)[?AIt�,�CE pRE,"��"' 'I0N 1 STORM DRAINAGE RING TYPICAL SCALE: 1" = 10' - 0" Must provide Manuals SOUT("):.D TOW14 C0o"" NO SCALE 2 EROSION & SEDIMENT CONTROL DETAILS D,J and S as per' SHEET NO: - EXISTING COVERAGE = 2,281.4 SI` =-I�.c16% I�I'S Energy Cody .PL(�MBERCER77FICA PROPOSED COVERAGE - 2,487 5F - 1c1.71% --,PLUMBING, ON'�.`EAb CON7'ENTBE ON ALL PLUMBING WASTE CERTIFICATE OF OCCUT I NCY r.&WATER LINES NEED. .. SOLDER USEL) IN WA i �R VV_ TESTING BEFORE COVERING " !SUPPLY;SySTEM C/�N! OT EXGFED 21-0 OF 1% L I D. CONSTRUCTION DOCUMENTS WIND-BORNE DEBRIS PROTECTION FOR OPENINGS N (DT � STRUCTURAL REVIEN �3`r STEVE MARESGA, PE FOR NALL OPENING PROTECTION OF 120 MPH 5-SEGOND Yell ND GUSTS 188-01 NEST MONTAUK H I GHNAY, HAMPTON BAYS, NY 110146 ( MAXIMUM MEAN ROOF HF-16HT: 55) SIMP50N LSTA - 20 GAGE PHONE 651 -128 c1480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° 2 x b TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r � • n� 1 a IGE SHIELD UNDERLAYMENT SINGLE FAM I L`1' RESIDENTIAL SHUTTER ASSEMBLY I ZEG2UIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.5. oil' e FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I HEIGHT CONSTRUCTION METHOD FOR I + 2 FAMILY HOUSE 23/32" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD 1 (OVERLAP AROUND OPENINGS 411) I 1 ° i ALTERNATE POSITION O ii A55EMBLY: I - l SUR�RSONNNNE3GLIP USE 5� -0 MAXIMUM w GROUND SNOW LOAD - 45 PSF. w ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ e�' I FIRST LEVEL - 40 PSF. L.L. W O #Iox3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L. _ WOOD 5CREW @ 16" O.G. CLIP NAILED. E HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I d CLIP NAILED. FROM BEDROOMS - 30 PSF. L.L. # - R I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH ~ w #10 TEE NUTS ATTACHED TO BLDG. w/ IOxI Ill ( W/ WASHE 5) I TYPICAL ALL RAFTERS O 1 Z MACHINE BOLT a 12" O.G. a� I s - 8d NAILS EACH END R S I D NG X SEISMIC DESIGN CATEGORY - B ul WEATHERING - SEVERE in �z \ s 1 e EXTEND TOD TOP YO OTOP O PROVIDE 8d COMMON FROST LINE DEPTH - 36" � I PLATE. NAILS ® 4" O.G. AT EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY - ~ ��\ i SHEATHING' TYPE OF CONSTRUCTION DECAY - SLIGHT F i~- CONVENTIONAL LIGHT FRAME MOOD IGE SHIELD UNDERLAYMENT REG2UIRED - YES in II CONSTRUCTION Q p II � Q ,� ULTIPLE SECTION ASSEMBLY: � JO 1/4" THICK BOLTS ® ZOO Z J Q GENERAL (VOTES p -IJ -10 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY W I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE Q Z i I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. > PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. I I I 1 I TO OVER LAP BOX 14. THIS STRUCTURE HA5 BEEN DESIGNED IN O IL or BEAM - TOP + Bo•rroM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I I I MINIMUM 28 DAY STRENGTH OF 5000 P51 CONSERVATION CODE. Z I 1 51MP50N M5T27 Q I I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL W V I I I METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O I�•' I el "� lot"� I.�" 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE z 0000 I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. c") SHUTTER AS S E IVI B LY 1 i I I sTvnS®Ib" O.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND I?. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE . , I 1 I I GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN i �� I�' lej" FLOOR BEAMS. SPACING NOT TO EXCEED 6.0 FT. A-525 BOLTS, 5/4" DIAMETER. 25/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I I 1 I WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS 24" OG 1 1 - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 11 I� AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BAGKFILL AGAINST FOUNDATION WALLS ASSEMBLY: i 1 5IMP50N MST27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION 15 COMPLETE. 1 I/2" WIDE - 20 6A&E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # lOx3" (W/ WASHERS) GALVINIZED OR I I METAL STRAP @45" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW @ 12" O.G. I,2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w CONCRETE SLABS TO BE COMPACTED TO g59b/ NAIL SHEATHING TO SILL PLATE AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR :•`; 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ca Z . c #IOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD 5CREW @ 16" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND o t° -,=rs:r,w,. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE to Q . T 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR '��,:.�.;.?: 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY "' #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xl-I/2 ( W/ WASHERS) `' '%''':.�• A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER MACHINE BOLT ® 12" O.G. � 0 to BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW PORK STATE BUILDING GORE. .J 2 . a SEE FOUNDATION DWG. `?ti< ,'t-' MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. X FOR DE516N. "" ''� 5/8" x 12" A.B. ®48" 00. 22. ANY ALTERATION, ,y4". : REPAIR ADDITION OR CONVERSION TO v w/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL W -� .wZ � Q AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q z WINDOWS - GLAZED OPENING ''"± `tf+ PENE,TRATION5 NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D w . w q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N o PROTECTION IS REQUIREDD FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w W . 'Now IN ACCORDANCE WITH LARGE MISSILE TEST OF _ A5TM E Iga6 AND OF A5TM 1886. AND DECKS ETC- 0 CONTRACTOR MAY USE iNOOD STRUCTURAL PANELS 23. THE NYS GORES AL50 APPLY TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N N • � cn PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBG CHAPTER #2304.�.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON FD�FH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. -- e 05 r 1, NAILING SCHEDULE FRAMING NOTES � � ` Y, TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.G. EXTERIOR EDGES AND 6 d @ 12" o.c. o BETTER. INTERMEDIATE. " -' SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NQ: ` a h 11 ALL INTERIOR D EXTERIOR RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALLBE BY ARCH TE THING 1701 o <,10 ° CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: ....................................................... CEILING J015T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 11T CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BESET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o -� 4. ALL HEADERS 6-O�� AND OVER SHALL BE SUPPORTED ATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED)clo # RIM BOARD/RAFTER 4-Ibd (END NAILED) WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 3/12/18 '`• TOP PLATE AT INTERSECTIONS 4-Ibd TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A(PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA 5TUD/5TUD 2-16d (FACE NAILED) h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: a. o ® 5'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR ; ;;,;;,;;;;;;;,,;: l to O �45 BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. A5 PER MANUFACTURERS RECOMMENDATIONS. WEB p JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sk II hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-IOd (TOE NAILED) y 9 STRUCTURAL h BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etc AW . ) OR AS NOTED ON DRINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 o LEDGER 5TRIPBEAM 4-16d (FACE NAILED) �• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF NOTES & l0� O �30 O to < O (45 JOIST ON LEDGERBEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE Sd COMMON NAILS"0 4' o.C. BAND JOI5T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. loo o �('50 O PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, @8" O.G. FIELD "TEGO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: • STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HIGH FRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, o12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES OWNER. Y uj W O ~ W O LU z Z ® V O � NOTE: — REMOVE DOTTED WALLS, ROOF, WINDOWS AND FIN15HF-5 COMPLETE. SHORE EXISTING FRAMING SHOWN TO REMAIN, AND MAINTAIN STRUCTURAL 0 a INTEGRITY AT ALL TIMES. PROTECT EXISTING FINISHES TO REMAIN AND 1 MAINTAIN WEATHER PROTECTION CJ a n 0 a 0 I- - - - - - - - - T - - - - - - - - -I a ❑ i ❑ IE� = I I I II II � W T-�_� � � � a0 Z I I I > I I I I i O I I I z a o I \ ,\ \ I I\ I REMOVE EXISTING co \\ I I \ I PORCH COMPLETE i M I \\ ( I \\ I I III \\ I I I - - - - - - - - - - - - - - - \\ I REMOVE EXISTING I \ I I EXISTING DECK 4 II I I I I I \ I ROOF OVER LIVIF:G I \ I RAILINGS TO REMAIN II I I I I I I \ I ROOM I \ I I I I I I i t I I I I I \ I I \ I I \ I I \ I -T1 I I I I I 06 z r - - - - - - - -- - - - T = === - = -ice -= - = - - - - - - - - - -, _ _ _ _ _ _ _ - - - - - �J L� - - - _ _ � _ _ �1L=1 �= __ �' a• V � I � r � ��� � I er g• o Y n Li �\ , I I crQoM i I - - - - - i �i I I W —j- r- - - - - - z w II 'r U, W• QNc� ` to EXI5TING FIN15HE5 I I EXISTING WALL FRAMING I I W • to O Its BENREMOVEDMING I TO REMAIN i i TO BE REMOVED I Q F- i III III I I I LLL I L III III I II I _ cncn• I EXISTING WALL / I I I FRAMING TO REMAIN i II � I II i EXISTING SECOND IIII FLOOR DECK TO —- - - - _ - - I I - - - ] - - - - - � REMAIN I I � — J I I I � — LJ - - - - OF �rWYnR Ir c. say, - - - - - - - - - - - - I r IIII \y EXISTING FIN15HE5 ��- � TO REMAIN L J I I / PROJECT NO: i 1708 FZ==___= I -_- - - - � I DRAWN BY: UT �r III-I� CHECKED BY: - � TS L— — — — — — — — — — — - - - - - - - - - - - - - - - - DATE: 3/23/18 SCALE: EXISTING STAIR TO REMAIN 1/4It = 1 - O11 SHEET TITLE: REMOVALS PLAN S E C 0 D F L 0 0 R P L A Fm I Lpal SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET NO: CONSTRUCTION DOCUMENTS 14'-3y2" *2" 7y2, 15.-Oy2" .41 uj 5"x5"xy4" STL. COLUMN, Emppq CASED IN PVC NEW STAIRS FROM PORCH TO GRADE, W FRAMED w/TREATED WOOD. PROVIDE I I 0 Z MAHOGANY TREADS 4 PVG RISERS B STRINGER GAPS. PROVIDE NEW RAILINGS TO MATCH EXISTING I m Y U I I I I =� dJ z i I > Lu ' L N Q Q to vr ' 0 m 4N w GONER FORGH 06 Q EXISTING PORCH I (3)2x6 CASED POST O Q w/POST CLAMPS TOP 24'-1" TO BE REMOVED 8 BOTTOM Z 40 4y2" - -� I TT0 ® o 4 EXISTING CHIMNEY TO REMAIN. 10 I I v PROVIDE NEW MASONRY CONSTRUCTION _ _ TO EXTEND HEIGHT OF CHIMNEY AS (2)2x8 MINIMUM HEADER - - 0 Z REQUIRED BY CODE 1 _I�2 CIo I I I J I a 4- I I I I I I - I JJ I O n. (4�2x0 POSLU T 1 i m I c 13 \\ /Y�//�W - 1/2"x14" A.i N � N I 14-O I I 2x8®I6" R.R. \ m 2 \ op - 2x8 16" F.J. x8®I6" R.R. � II ERIN's ��� I A I II _ Q N SE II CLOSET 22 I I - - - cL¢7 T R - �I T= s� (2)2x4 (TYP.) 24@ 16" R.R. 2x8®I6" R.R. ( <. I D I r I I v = - _ Ti- �` _ - - I — I un d ENTRY = — X III _ I I i 1 _ :2xb@ 6" C,J I I �ORG� f c�1 o1 a - N ° �" QED OOM I (3)7-I/4" LVL _ m i�l I 6.1 I R I M O WOOD LOOK 1 I I I LI I E I L I Ill NG ROOM M ' 1 m I -I o I I o I I I REMO D WALLS I s : —FLLAT GLG. SHOW DOTTED I m I I I I AT NEW EXTERIOR WALLS, PROVIDE °d Z' Evee OF o N - - (3i7-I 4" LVL - - - - o - 0 1 -I- = 2x6®I6" STUDS, 5/&" PLYWD.l0SHEATHING, 50# BLDG. PAPER $ �m CEDAR SHINSLES TOMATCH, R-19JPOSTflT 1. - Y ^ SISTER w/(2)7-1/ VL BATT INSULATION AND Y2 GYP. BD. - - - - - - - - - - - - INTERIOR FINISH (TYP.) W — nor ;, AT KITCHEN, FUR OUT EXI5TIN5 � W• w , FLOOR I �� - 1I -5 Q 4 2i WALLS TO MATCH DIMENSION OF a N a I �' `fl NTH I I �.r-RY I I 11 - I NEW WALL FRAMING In o o v - t(1 ILE FLOOR I - - - KITCHEN TGHN I I g w. N = M 2 I o GE I o 0 o r m I I WOOD FLOOR - I HALL _ I I 1 3 M N ® III . = I I � -2" I I m I I - X I s 43 1 Dr A!! TER EXISTING FINISHES I I O = I = ( J�` I I 5 O i TO REMAIN 1 Ei xlgT'S 2x8®I6" F.J. TO REMAIN \ I o I M u III DROON( v�-`!� _ co I I (4)2x6 POST w/SOLID 3 _ I m 2-IOy ry +moo BLOCKING TO FOUNDATION I I /� I I " NEW BACK PORCH w/TR. WD. N ..:... ..,:. .... . ... :...,. ..,..., =N CENTER HALL QIII 7�_O�� 1515TER/,r�/(2)7-I/4' ILVL FRAMING, MAHOGANY DECKING, I I RAILINGS TO MATCH AND (3)2x8 / \� / +80� I I ' _ LATTICE PANELS BELOW �•. � - - - - -� I I � _ (3)7-I/4 LVL _ m - - I � -I r6� I o o ED E OF ( ' I I I - - - L J 77 VGW Yop O O I I (4)2x6 POST o ZK FL TGLG.o I I I ( - - - - - - - - � I � So.sAM�c� I I I I I I I 1 - - -VTR= =cv I I 1000 Po�vD ; I I �/ vIN`�'L I `�o+ v r o�r:.F. 5 ° ' �i I T�. OOR / I I / I I` OM I 10 �sl F' m I -o `�;, 5ED OOM I I - - - - - - - - _ 32xso NEW FINISHES I BAR I o° I r- - 01s3`3°� - - 1 I - SITTING o ► I o o ROOM I PANTRY o l l j 00 \ z 1 2-' 2 I I EXISTING FINISHES = FL �� I I ,� — PROJECT NO: of vl L1 1 00 I y-No"s"', TO REMAIN - I AUND / \ 1708 VINYL- � I ° - I -I —i I -Loo o DRAWN BY: TS in CHECKED BY: th t h H t H Hi - - - ��+� - -- -- Tw 436 - >,,v2 36 DATE: 3/23/18 SHOWER ENCLOSURE FRAMED SCALE: w/TREATED WOOD B SHEATHED w/Ixb V-GROOVE 1/41V = 1 1 - 0t1 • 10'-6y2" PROVIDE WELL ROOFED 4 FLASHED w/L.G.G. CEDAR w/GAP ON TOP FOR 4 VERTICAL SURFACE AND WATER TIGHT 4-0 SHEET TITLE: 6'-by2" 4,11 FLOOR PLANS S Em C 00" N p um'*' F" L 0 0 ER mw rm"mk L A N F I %,02T FLUUK PLAIM SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" SHEET NO: ' CONSTRUCTION DOCUMENTS r PVG CASING ON COLUMN 5"x5"xy4" STL. COLUMN (FOR LATERAL STRENGTH) CONNECTED TO BASE PLATE w/5/8" WELD WOOD DECKING 2' ol 4" 2xlOglb" TREATED WOOD DECK JOISTS w/PVG END TRIM - - - - - - - - - - - - - - _ _ U 0 211 (3)2xl2 TREATED WOOD GIRDER - Q`� l " ' ,., �fi 12 x24 POURED GONG. PEDESTAL ON 6" 6' _ _ 32"x24"xl2" FOOTING. PROVIDE T a"xl-f"x3/4" 5TL. BASE PLATE w/(2)3/4"xl6" W l a"xq"x3/4" STEEL BASE PLATE, WELDED TO I I 1 I i ANCHOR BOLTS. SEE DETAIL TH 1 S SHEET 0 GRADE COLUMN ABOVE I Z LINE OF PORCH FLOOR ABOVE NEW AND EXISTING ROOF SHOWN. PROVIDE NEW ASPHALT a,.s SHINGLE ROOFING TO MATCH EXI5TING +f;i w;>' <, ;'':;'' '' "! 2 s " = r;'t'. I O/4 x I6 ANCHOR BOLTS :;:�.,:> _.d�l (4)#4 REBAR xIO®I6 TR. WD. DECKJOIST Lu S #4 REBAR STIRRUPS (P6" VERTICALLY 3 #4 REBAR 5"xl&" GONG. PIER ON 24"x24"xl2" Q j" »` ✓F EXISTING PORCH II I O� O .•`i ;.r:'S:Yi:J`r. ..�tii %;:"�lrai''� ''':•r.L•�;.�,;1'',;a N % ~' A —� TO BE REMOVED L t—J GONG. FOOTING. PROVIDE ANCHOR BOLT CONNECTION TO GIRDER ABOVE W Z Q �o - � �� - - - - - - - - - o T _ - � 0 F` 0 OR H P I E R =ry I 1 1 1 J W I Q I �-- SCALE: 3/4" = 1' -0" i I I Q Z I yvq I I > x I '� I 0 Cd m I I I rG' I I z V `: - - -- -- - - -- ---- --- - 1 p \\.` :\`: k' 1r' ..w. .h. ...Kf.. aJ"' ti ") -V•;r:'Fu.v,t.,! >� +.,a,.3. iX.•r. :-ck.. .,�ix.. „4:A:.•L. r:"'�%Y.—, :4.�'� '".` .6 :��":-. w�4Si•H.Rth,. i ,••fiat,c^ Lo \\ ' V'P<16" GONG. PIER \ I I J O 24"x24"xl2" 'fir f— — -y N G?NC. FOOTING - m I CRAWL = NEN NEW VENT GR4WL 15PAGE k✓ — — ;;' NEW S" THK. GONG. BLOCK - I I +, I FOUNDATION w/SOLID TOP BLOCK, 2" ITHK. GONG. SLAB I «; I ON 16"x8" GONG. FOOTING. Z- •4i PROVIDE FOUNDATION BOLTS 448 M ate: W W - . I JiL 3-1/2" O.D. 5TL. COLUMN — A W• 0 � u; o UNDER POST ABOVE, ON Q o 4 5O"x5O"xl2" GONG. FOOTING W• N x M I I Q f-• U Iol EXISTING FOUNDATION z BASEMENT TO REMAIN GROWL q-1_O11 i I 5FACE C — — — 8"xl6" GONG. BLOCK Q, EXISTING (4) COLUMNS TO \\\ \, \, PIER ON 24"x24"x5" Lu REMAIN. ENSURE LL \ \\\\\ r [ GONG. FOOTING EW — J — w/BEARI PLATES of YpRe FOOTING GRAM N 2x6 TR.W X I lu E365EMENT - - - - - � QII .. . . �. . .., PROJECT NO: 1708 DRAWN BY: TS i I I CHECKED BY: \a I IIIII illi-i-i-ITIM-1-111,1117 I ITI - DATE: 3/23/18 SCALE: 1/411 = 1' - off SHEET TITLE: OUNDATION & ROOF A N O% L 'm N Wl-N-" vuF lmu-% LA PF 0 mum 1")A T 10 FNE OF A SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET NO: CONSTRUCTION DOCUMENTS EXISTING NEW EXTEND EXISTING ROOF w/NEW FRAMING $ 5/4" PLYWOOD DECKING, GONTINUO'J5 w/EXIS'TING. PROVIDE NEW ASPHALT SHINGLE ROOFING ON NEW EXISTING ROOF r — � r — ` REMOVE EXISTING CHIMNEY COMPLETE I I NEW GROSS GABLE w/EXP05ED RAFTER I I uj TAILS, ASPHALT SHINGLE ROOFING I I O W � - - - - -- - - - - - - - - - — - - - - - - - - - - - - -- - - -- - ----- - - -- ---- -- -- NEW EXPOSED RAFTER TAILS TO = = W MATCH EXISTING REMOVE EXISTING WINDOWS SHOWN 1 C) O Z DOTTED. INFILL WALL w/FRAMING $ PROVIDE WELL AT WINDOWS, ROOFED EXIST $ FLASH)=D w/L.G.G. FINISHES TO MATCH EXISTING � ERq CW 3 - 135 CW I O r oAft I EX15TIN6 FIN15HF-5 TO REMAIN, Lu PATCHED AS REQUIRED SECOND FLOOR Q 0 —- - - - Q II i Q � 06 135 CW1 I J O �..+ TW244 TW2442 TW2442 I EXIST EXIST EXIST EXIST - ITW2436 TW2436 v O ® J ti ❑ NEW CEDAR SHINGLES TO MATCH EXISTING W - - - - - - - - - -- -- ---- --- - --- - - -- --- - -- -- - - -- - --- - - --- ~ Z -- -- — Q z go F F=7 oIL Z NEW PORCH w/OUTDOOR 5HOWER $ STAIRS TO V O GRADE w/RAILINGS $ LATTICE PANELS NEW COVERED PORCH FRAMED w/TREATED WOOD, SHOWIER ENCLOSURE FRAMED Ltd DECKED w/MAHOGANY $ TRIMMED w/PVC. RE-USE w/TREATED WOOD $ SHEATHED w/Ixb 00 PORTIONS EXISTING RAILINGS, AND PROVIDE NEW TO V-GROOVE CEDAR w/CAP ON TOP / M MATCH. PROVIDE VINYL LATTICE PANELS IN FRAME, TO (t! ENCLOSE SPACE BELOW 10 1p'mw0ffmm% TH ELEVATION- SCALE: 1/4" = V -00" SCALE: 1/4" = V -0" NEW EXISTING NEW GROSS GABLE w/5/a° PLYWOOD SHEATHING $ CEDAR SHINGLES TO MATCH EXISTING Z. EXISTING MASONRY CHIMNEY TO REMAIN. EXTEND TO N Q• M o r - REQUIRED HEIGHT ABOVE NEW ROOF LINE w/MA5ONRY f COMPONENTS TO MATCH, INCLUDING NEW STUCCO FINISH Feol � ooxx RE-FRAME EXISTING PORCH ROOF FROM HIPPED TO uj w z „• SHED w/NEW 2x8 FRAMING w/EXP05ED RAFTER TAILS, ` 3/4" PLYWD. DECKING $ ROOFING TO MATCH EXISTING W• w v' o cn NEW COVERED PORCH FRAMED w/TREATED WOOD,ol ,'.:; Q F-• c�i DECKED w/MAHOGANY $ TRIMMED w/PVC. RE-USE '':' , PORTIONS EXISTING RAILINGS, AND PROVIDE NEW TO - N � MATCH. PROVIDE VINYL LATTICE PANELS IN FRAME, TO ENCLOSE SPACE BELOW I Wl� CW141 CW1 C �j .�Q� O / 13 C I I 13 C At OF klGW YQ�'•m r / -- -- - - --- -- - - -- -- -- - - -- -- - - - - - - - - - - - G,SAI,4(i C) coo ---- - - -- - - ---- - -- -- -- ----- - -- TREAT VqOOD a _d] Lu GOO"hU)INS CASE --fl EXIST EXIST EXIST ST w/-1-I/ ".[,(l/ I I EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST Mil ll HE [ PROJECT-NO: il 1708 on DRAWN BY: I sli oil itEXISTING FIN15HF-5 TO REMAIN, Ts 1 PATCHED AS REQUIRED CHECKED BY: - - - - - - - - - - - ------ -- ---- -- -- - - - --- -- -- -- -- - DATE: EXISTING STAIR $ RAILING TO REMAIN 3/23/18 SCALE: 1/4" = 1' - 0" SHEET TITLE: ELEVATIONS 0% New WE %i, i ELEVATION S %oj% Uwl" H EL �VATIO 'k SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" SHEET NO: CONSTRUCTION DOCUMENTS uj W ( O ~ W O uj Z VENTED RIDGE L_ z V ASPHALT ROOF SHIN&LE5 ON 50# O BLD6. PAPER ON 5/411 PLYWD. DECKING ON 2x8216" R.R."IN'IN ' (MATCH EXISTING) Q Q , 0 Q ' 0 O , � Q — — — — J lNNNN O O ' EXPOSED 2xb RAFTER TAILS ui I..� Z TO MATCH EXISTING DETAIL.i F, PROVIDE lxb V-GROOVE T46 C DEGKIN6 AT OVERHANG C) L a 0 RI N'S I J ``,, NEW CASEMENT WINDOW O a REMOVE EXISTING HIPPED PORCH ROOF. REFRAME NEW ROOF � � 00 KND A AE LL CUT ROOFING ROOFING, z Q w/2x8®I6" R.R. SHINGLES TO MATCH UNDER SILL uj 12 5 (MATCH EXISTING) OILS 00 }� M =ry ? BUILT UP FLUSH GIRDER PER PLAN ". 1 l 1 } Y \ r X` � A j X x - UNDER EXISTING W WAL . PROVIDE /VA I �\�/ / TEGO FRAMING ANCHORSL Fill Ll I I I - I I I I I I I II I I i I I I I II ENTRY LIVING NEW DOUBLE HUNG WINDOW dJ I I I z. I r Q• m 1 I N p O NEW WALL W/CEDAR 5HIN6LE 51DINC ON W —J• w z 50# BLD6. PAPER ON %" PLYWD. '= Q z 5HEATHING ON 2xb®Ib" STUD FRAMING � W• v f ui -n N U J� ) S ��A'I'�� I., �;?�Y \ / /\ � / f, 1 ) W• x M NEW GIRDER PER PLANS Q ~ in NEW 2x8®I6" F.J. r NEW 6" THK. GONG. FOUNDATION WALL ON N N EXISTING F.J. TO REMAIN w/INSULATION PER SPECS NEW GONG. PIER PER PLANS % 8"xlb" GONG. FT6. w/(5) #4 REBAR5. m WNEW INSULATION i 2 „ GONG. SLAB PROVIDE I" THK. GONG. STUCCO FINISH •;g:• . \ / / . .,� \ \ \ \ EXISTING GONG. FOUNDATION / / \ / \// / r,\ / j\/� / /\/ / / /\ /\/ \/\ WALLS TO REMAIN \/ \/ \/ \ / \/` \/ \ \/ / \ ------ --------------------------------------------------- / / /-Tom\;--7; / // / / / \\ \ \\\ \\ \\ \\ \\ \ \ \ \ \\ \, \ \ \ \,\\ \\, /\ \ \ r\ \\ \\ \ \\ \ \ \�\//\ \ \ \ \\/\/\ \ \\ /REMOVE EXISTING GONG. SLAB. FILL \ \\ \\ PROJECT NO.: �j"// // // \// / \�i BASEMENT TO LINE OF EXTERIOR GRADE. 1708 \/\\/ \/ \/\\/\/ \/\/ \/\� \\/ \/ \� \\/ \/\\\ PROVIDE NEW 2" GONG. SLAB \/ \i \\�\ \j\\j\/\\j\j�\/\\,�\ \ \ \/\\' \' ;i \% ��i % \i \\ \ DRAWN BY: -res \ \ X\ \\\i \� \ \\ \\/\/\\/ CHECKED BY: DATE: 3/23/18 SCALE: 3/8" = 1'-0" SHEET TITLE: BU LD SCALE. 3/811 1 0 BUILDING SECTION SHEET NO: CONSTRUCTION DOCUMENTS